BURGESS ENGINEERING AND TESTING, INC. Engineering And Testing, Inc. has completed a Pedological Soil...

BURGESS ENGINEERING AND

TESTING, INC.

STATE HIGHWAY 6

State Project o. STPY-028B(134), JP O.: 15023(04)



GREER COUTY, OKLAHOMA

G-00113

BURGESS ENGINEERING AND TESTING, INC.

2603 . Shields * Moore, OK 73160 * Phone (405)790-0488 * Fax (405)790-0788

February 27, 2001

BALDISCHWILER ENGINEERING CO., P.C.

801 S.W. 89th Street, Building “B”

Oklahoma City, OK 73139

Attention: Mr. John K. Baldischwiler, P.E.

RE: Report of Pedological Soil Survey

And Pavement Evaluation

For Highway 6 In Greer County

Project No. STPY-028B(134), STPY-128B(009), STPY-128B(008)

J/P No.: 15023(04), 15023(08), 15023(07)

GN-00113

Dear Mr. Baldischwiler:

Burgess Engineering and Testing, Inc. is pleased to submit this report of Pedological Soil Survey

and Pavement Evaluation for the above referenced project. Contained in this presentation are the

results of the laboratory testing for pedological and geological description, pavement evaluation,

Falling Weight Deflectometer Tests (FWD), recommendations with regard to pavement design

on problem soils, shrinkage/swell factors for excavation, as well as general site development.

We appreciate the opportunity to have provided you with our geotechnical engineering services,

and look forward to working with you during the construction phase of this project. If you have

any questions concerning this report or if we may be of further service in any manner please

contact our office.

Respectfully;

Burgess Engineering And Testing, Inc.

Hai Ming Lim, E.I.

Geotechnical Engineer Intern

Ali H. Ebrahimi, P.E.

President

HML/amd

REPORT OF PEDOLOGICAL SOIL SURVEY

AND PAVEMENT EVALUATION

FOR STATE HIGHWAY 6 I GREER COUTY

PROJECT: STPY-028B(134), STPY-128B(009), STPY-128B9008)

JP o.: 15023(04), 15023(08), 15023(07)

G-00113

PREPARED FOR

BALDISCHWILER ENGINEERING CO., P.C.

801 S.W. 89th STREET, BUILDING “B”

OKLAHOMA CITY, OK 73139

February 27, 2001

BY


2603 N. SHIELDS BLVD.

MOORE, OKLAHOMA

73160

TABLE OF COTET

1.0 INTRODUCTION AND RECOMMENDATION SUMMARY ………………………………. 1

1.1 Project Authorization ……………………………………………………………………… 1

1.2 Recommendation Summary……………………………………………………………….. 1

2.0 TESTING PROCEDURES ………………………………………………………………….…. 3

2.1 Field Operations …………………………………………………………………….…….. 3

2.1.1 Pedological Soil Survey …………………………………………………………… 3

2.1.2 Pavement Evaluation ……………………………………………………………… 3

2.2 Laboratory Testing ………………………………………………………………….…….. 4

3.0 SITE AND SUBSURFACE CONDITIONS ……………………………………………….…. 4

3.1 Site Description and Subsurface Conditions …………………………………………..…. 4

3.2 Ground Water Conditions ……………………………………………………………..…. 5

4.0 SOIL SERIES STATION EXTENTS ....………………………………………………..…….. 5

4.1 Soil Series Station Extents ……………………………………………………………….. 5

5.0 SHRINKAGE AND SWELL FACTORS .…………….………………………………..……. 5

5.1 Estimation of Shrink And Swell Factors of Soils .…………………………………..…… 5

6.0 RECOMMENDATIONS …………………………………………………………………….. 6

6.1 Soils Parameters Considerations ………………………………………………………… 6

6.2 Existing Pavement Conditions …………………………………………………………… 7

7.0 CONSTRUCTION CONSIDERATIONS ……………………………………………….….. 8

7.1 Site Preparation and Fill Requirements ……………………………………………..….. 8

7.2 Weather Considerations ……………………………………………………………..….. 9

8.0 GENERAL COMMENTS …………………………………………………….……….……. 9

APPENDIX

A-1 Location Map and Laboratory Test Results In Logs of Borings for Pedological Soil Survey

A-2 Laboratory Test Results In Logs of Borings for Pavement Evaluation

B PH And Resistivity Test Results

C Standard Moisture-density Relationship Test Results for Pedological Soil Survey

D Resilient Modulus Test Results for Pedological Soil Survey

E Shrink-Swell Factors

F Soil Series Station Extents

G Geological Soil Description And Recommendations

H Pavement Cores Thickness Summary

I Pavement Cores Pictures

J Falling Weight Deflectometer (FWD) Report Provided by FURGO-BRE, INC.

S.H. 6, GREER COUTY, OKLAHOMA * BALDISCHWILER * B.E.T., Inc. Page- 1 of 10

1.0 ITRODUCTIO AD RECOMMEDATIO SUMMARY

1.1 Project Authorization

Burgess Engineering And Testing, Inc. has completed a Pedological Soil Survey and a

Pavement Evaluation including laboratory testing, geological description, pavement evaluation,

Falling Weight Deflectometer (FWD), recommendation with regard to pavement design on

problem soils and shrinkage/swell factors for excavation for proposed project on State Highway

6 in Greer County, Oklahoma. The work was authorized by Mr. John K. Baldischwiler, P.E. of

Baldischwiler Engineering Co., P.C.

According to the available information, the proposed roadway project consists of three

different sections as presented in the following table:

Project No. J/P No. Description

STPY-028B(134) 15023(04) SH 6 Grade, drain parallel lanes south of Granite

STPY-128B(009) 15023(08) Surface for 15023(04), rehab. existing lanes

STPY-128B(008) 15023(07) SH 6 Grade, drain and surface for Granite bypass

The purpose of this study was to explore the subsurface and pavement conditions at the

site of the referenced project to facilitate an evaluation of possible pavement systems for the

proposed highway project. This report briefly outlines the testing procedures, describes the site

and subsurface conditions.

The scope of this service did not include any environmental assessment for the presence

or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water, or

air, on or below or around this site. Any statement in this report or on the boring logs regarding

odors, colors, unusual or suspicious items or conditions are strictly for the information of the

client.

1.2 Recommendation Summary

The results of the subsurface exploration indicate that the soils within the limits of the

exploration are adequate for the proposed roadway construction provided the existing soils are

chemically treated. Based on the available information, the proposed project consists of

approximately 3.5 miles of existing roadway rehabilitation and approximately 2.3 miles of new

roadway alignment bypassing the town of Granite. In order to accomplish the subsurface


exploration for the roadway construction, pedological soil survey and pavement evaluation were

conducted within the limit of the proposed project.

Based on the laboratory test results, Official NRSC descriptions and local experience

with the soils, the following were found:

(i) Lawton, Hollister and Spur soil series within the limit of the proposed roadway

project are very clayey with medium to high plasticity. These soils need to be

stabilized with but not limited to lime, fly ash, CKD or cement. However, the

percentage of additives should be determined during the construction phase. The

Lawton and Spur soil series need to be stabilized if they are placed any where in the

upper 24 inches (610 mm). However, since the Hollister soil series are also very

sensitive to moisture changes, they should be stabilized if they are placed any where

in the upper 36 inches (914 mm).

(ii) Hollister soil series have low permeability, high surface runoff and become unstable

when wet. Good drainage design is required in Hollister soil series extent to prevent

the weakening of the soil strength and prevent the ponding of water.

(iii) Spur soils series is subject to flooding. It is recommended to elevate the roadway to a

save elevation. Good drainage design should be provided to prevent flooding or

shorten the period of flooding.

The existing highway consists of two-lane highway. In order to simplify the stationing for

pavement evaluation, we have established Station 0+00 on the north end of the bridge over

Elm Fork Red River and extended northward to the intersection of State Highway 6 and

State Highway 9. The results of subsurface exploration indicate that the subsurface soils consist

of a layer of sandy soils underlaid by low to medium plasticity clayey soils. The existing

pavement cores thickness range from 2.5 inches to 8.25 inches. The pavement cores were

visually inspected and appear to be in fair to good condition. The existing pavement was visually

inspected and appeared in fair condition. The existing pavement consists of oil coated aggregates

layer and asphalt layer. However, the followings were found from field observation:

(iv) Cracking in the pavement with low to moderate severity level. These cracks were

treated by sealing the cracks with prime coat.

(v) Patch and patch deteriorations were found on the existing pavement. These patch

deteriorations were in low to moderate severity level.


(vi) Rutting in the pavement in wheel paths.

(vii) Narrow shoulder

Details of site geology, descriptions and results of testing, recommendations with regard

to pavement design on problem soils (Appendix G), pavement road cores pictures (Appendix I)

are presented in the following sections of this report.

2.0 TESTIG PROCEDURES

2.1 Field Operations

2.1.1 Pedological Soil Survey

Burgess Engineering and Testing, Inc. field personnel performed the field operation and

sample collection for the pedological soil survey. Total of four (4) soil series (Enterprise Series,

Hollister Series, Lawton Series and Spur Series) were encountered within the limit of the

proposed project. Total of Twenty (20) sub-horizon soil samples and four (4) composite samples

were collected from the site of the project.

The location of each soil series was approximately mapped in the “Soil Survey of Greer

County, Oklahoma” and located on the site of the project according to referenced points such as

the intersection of the county roads or the bridge structures. The subsurface soil was examined

and confirmed to be similar to the descriptions in the Official NRCS or the “Soil Survey of Greer

County, Oklahoma" by drilling pilot holes. After the soil series were confirmed, subsurface soil

was sampled using hand auger and power auger to the designated depth.

Records of subsurface exploration containing soil descriptions, stratifications, locations

of the samples and groundwater levels for pedological soil survey are presented in Appendices

A-1, B and C, respectively. The stratification shown on the boring logs represents the soil

conditions at the actual boring locations. Variations may occur between borings. The transition

between the boundaries of soil types may be gradual.

2.1.2 Pavement Evaluation

In order to accomplish the pavement evaluation, Fugro-Bre, Inc. performed Falling

Weight Deflectometer (FWD) tests and Burgess Engineering and Testing performed the

pavement coring and subgrade soil sampling. FWD tests were first performed on the existing

pavement. Pavement coring and subgrade soil sampling were performed at a later time to obtain


the parameters needed for the backcalculation moduli for pavement, base and subgrade sections.

Total of nineteen (19) roadway cores were obtained. Nine (9) roadway cores and ten (10)

roadway cores were obtained at north-bound lane and south-bound lane, respectively.

In order to simplify the stationing for the FWD tests, roadway coring and subgrade

sampling, we have established Station 0+00 on the north end of the bridge over Elm Fork

Red River and extended northward to the intersection of State Highway 6 and State

Highway 9.

Records of subsurface exploration containing soil descriptions, stratifications, locations

of the samples, groundwater levels and Falling Weight Deflectometer (FWD) tests for pavement

evaluations are presented in Appendices A-2 and J, respectively. The stratification shown on the

boring logs represents the conditions at the actual boring locations. Variations may occur

between borings. The transition between the boundaries of soil types may be gradual.

2.2 Laboratory Testing

Soil samples and pavement cores obtained during the field exploration were transported

to the laboratory and examined by an engineer.

Laboratory tests were performed on representative samples of the subsurface soils in

substantial accordance with the applicable ASTM Designations or with other commonly

accepted laboratory practice. The laboratory testing schedule included determination of the soils'

natural moisture contents (ASTM D2216), Atterberg limits values (ASTM D4318), grain size

distributions (ASTM D421 and ASTM D422), pH (ASTM D4972), resistivity (ASTM G57),

Laboratory Compaction Characteristics of Soil Using Standard Effort (ASTM D698) and

Resilient Modulus (RM) (AASHTO T-307-99). These test results are presented on the boring

logs in Appendices A-1, A-2, B, C, D and H. Samples not altered by laboratory testing will be

retained at our office for sixty (60) days from the date of this report and then discarded unless we

are otherwise instructed.

3.0 SITE AD SUBSURFACE CODITIO

3.1 Site Description and Subsurface Conditions

The site of the referenced project is located on State Highway 6, as shown on the map

presented in Appendix A-1. The project starts approximately 1900 ft north of the bridge over


Elm Fork Red River and extends northward approximate three (3) miles to the south of Granite

in Greer County. The approximate 2.3 miles new alignment on the eastside of Granite will

connect State Highway 6 from south of Granite to north of Granite.

Detailed information regarding test results at specific depths can be found in the Boring

Logs and summary of laboratory test results in Appendices A-1, A-2, B and C.

3.2 Ground Water Conditions

Burgess Engineering And Testing, Inc. field personnel did not encounter groundwater

during the field exploration in both pedological soil survey and pavement evaluation. However,

in relatively pervious soils, such as sandy soils, the indicated water table elevations are

considered reliable groundwater levels. In relatively impervious soils, the accurate determination

of the groundwater elevation may not be possible even after several days of observation.

Seasonal variations, temperature and recent rainfall conditions may influence the level of the

groundwater table and volume of water will depend on the permeability of the soils.

4.0 SOIL SERIES STATIO EXTETS

4.1 Soil Series Station Extents

Soil series station extents investigations were done at a later time after the completion of

the soil sampling. The approximate locations of the soil series were obtained from the “Soil

Survey of Greer County, Oklahoma”, followed by a field inspection. Field inspection consisted

of observing the plant types, soil slopes and drilling pilot holes. The detailed soil series station

extents are presented in Appendix F.

During the field verification of the soil series station extents, the station numbers were

based on the information provided by Baldischwiler Engineering Co., P.C.

5.0 SHRIKAGE AD SWELL FACTORS

5.1 Estimation of Shrink And Swell Factors of Soils

Shrinkage and swell factors of each soil series is estimated based on the laboratory

Standard Moisture-density Relationship Test results on bulk samples for each soil series. The

method used in estimating the shrinkage and swell was developed by ODOT. Based on ODOT’s


experience with residual, terrace and alluvial soils and their underlying geology, a series of in-

place densities were developed. These in-place densities are used together with the standard

moisture-density relationship test results to obtain the shrinkage or swelling factors of the soils.

Alluvial soils were used Enterprise, Hollister and Spur soil series while residual/terrace soils

were used for Lawton soil series in the calculations for the shrink and swell factors.

The detailed shrinkage and swelling factors are presented in Appendix E.

6.0 RECOMMEDATIOS

6.1 Soils Parameters Considerations

According to the pedological soil survey and laboratory testing results, the Hollister soil

series consists of high plasticity lean to fat clay; the Spur soils series and Lawton soil series

consists of moderate to high plasticity clayey soils; and the Enterprise soil series consists of low

plasticity sandy soils.

Based on the laboratory test results, Official NRSC descriptions and local experience

with the soils, the following were found:

A. The following soil series were found to have medium to high plasticity. These soils

need to be stabilized with but not limited to lime, fly ash, CKD or cement. However,

the percentage of additives should be determined during the construction phase:

A. Hollister soil series

B. Lawton soil series

C. Spur soil series

The Lawton and Spur soil series need to be stabilized if they are placed any where in

the upper 24 inches (610 mm). However, since the Hollister soil series is also very

sensitive to moisture changes, they should be stabilized if they are placed any where

in the upper 36 inches (914 mm).

B. Hollister soil series have low permeability, high surface runoff and become unstable

when wet. Good drainage design is required in the Hollister soil series extent to

prevent the weakening of the soil strength and prevent the ponding of water.


C. Spur soil series are subject to flooding. It is recommended to elevate the roadway to a

save elevation. Good drainage design should be provided to prevent flooding or

shorten the period of flooding.

Detailed recommendations for each soil series for pedological soil survey are presented in

Appendix G.

6.2 Existing Pavement Conditions

According to pavement evaluation, the existing pavement cores thickness range from 2.5

inches to 8.5 inches. The pavement cores obtained from the south end of State Highway 6 has the

lowest thickness (i.e. 2.5 inches). The thickest pavement cores were obtained near to the

intersection of State Highway 6 and State Highway 9 and are between 6.25 inches and 8.25

inches. The pavement cores obtained from the other part of the highway range from 3 inches to

5.5 inches. The existing pavement cores consist of oil coated aggregates and asphalt layer.

The results of the subsurface exploration indicate that the subsurface soils consist of a

layer of sandy soils underlaid by low to medium plasticity clayey soils. Additionally, Furgo-Bre,

Inc. has indicated that the pavement changes at the assumed Station 230+00 as presented in

Appendix J.

Visual inspection was performed on the existing pavement during the field exploration.

The followings were observed:

A. Cracking in the pavement with low to moderate severity level. These cracks were

treated by sealing the cracks with prime coat as shown in Pic. I below.

B. Patch and patch deteriorations were found on the existing pavement. These patch

deteriorations were in low to moderate severity level as shown in Pic. II below.

C. Rutting in the pavement in wheel paths.

D. Narrow shoulder


7.0 COSTRUCTIO COSIDERATIOS

7.1 Site Preparation and Fill Requirements

In preparing the site for construction, we recommend that all topsoil, vegetation, roots,

and any soft soils in the new alignment and shoulder areas be stripped from the site and either

wasted or stockpiled for later use. Utilities should be located and rerouted as necessary.

After stripping and undercutting, the shoulder and new alignment area should be

proof-rolled with a moderately heavy loaded pneumatic-tired vehicle such as a twenty (20) to

twenty-five (25) ton dump truck or scraper. Soils which are observed to rut or deflect excessively

under the moving loads should be undercut and replaced with properly compacted fills. All

proof-rolling and undercutting activities should be witnessed by a qualified soil engineer and

should be performed during a period of dry weather.

After stripping and excavating where required, and proof-rolling, the exposed soils

should be scarified to a depth of six (6) inches and compacted. The moisture content should be

maintained between one (1) percentage point below and three (3) percentage points above the

optimum moisture as determined by the Standard Proctor test. The subgrade soils should be

compacted to a dry density of at least ninety-five (95) percent of the standard Proctor maximum

dry density for a depth of at least six (6) inches below the surface.

Pic. I: Prime coat sealed cracks Pic. II: Patch deteriorations


If water must be added, it should be uniformly applied and thoroughly mixed into the soil

by disking or scarifying. It is recommended that field density tests be taken at a frequency of not

less than one test per 5,000 square feet of surface area per lift in the pavement areas.

7.2 Weather Considerations

The upper fine-grained and clayey soils encountered at this site are expected to be

relatively sensitive to disturbances caused by construction traffic and to changes in moisture

content. During wet weather periods, increases in the moisture content of the soil can cause

significant reduction in the soil strength and support capabilities. In addition, soils which become

wet may be slow to dry and thus significantly retard the progress of grading and compaction

activities. It will, therefore, be advantageous to perform earthwork construction activities during

dry weather. Earthwork activities performed during cooler, wetter months will certainly be more

problematic than if performed during warmer, drier climatic periods.

8.0 GEERAL COMMETS

The exploration and analysis of the pavement conditions reported herein are considered

in sufficient detail and scope to form a reasonable basis for the pavement design. The

recommendations submitted are based on the available soil information, field exploration, field

non-destructive testing results, laboratory testing results, local experience with these soils and

Taxonomy Descriptions. If deviations from the noted subsurface conditions are encountered

during construction, they should also be brought to the attention of the geotechnical engineer.

Burgess Engineering and Testing, Inc. cannot be responsible for the interpretation or

implementation of this report by others. Burgess Engineering and Testing, Inc. should be

retained to perform services sufficient to determine compliance with its recommendations. If

Burgess Engineering and Testing, Inc. is not so retained, it will not accept any responsibility.

The geotechnical engineer warrants that the findings, recommendations, specifications, or

professional advice contained herein have been made after being prepared in accordance with the

generally accepted professional engineering practice in the fields of foundation and pavement

engineering, soil mechanics, and engineering geology. No other warranties are implied or

expressed. After the plans and specifications are more complete, it is recommended that the

geotechnical engineer be provided the opportunity to review the final design and specifications


in order that earthwork and pavement recommendations may be properly interpreted and

implemented. At this time, it may be necessary to submit supplementary recommendations.

This report has been prepared for the exclusive use of Baldischwiler Engineering Co.,

P.C. for the specific application to the proposed roadway construction on State Highway 6 on

south of Granite in Greer County, Oklahoma.

Respectfully,

Burgess Engineering And Testing, Inc.

Hai Ming Lim, E.I.

Geotechnical Engineering Intern

Ali H. Ebrahimi, P.E.

President

HML/amd

Appendix A-1

BU

RG

ESS E

NG

INE

ER

ING

AN

D T

EST

ING

, IN

C.

2603 . Shields * M

oore, OK 73160 * Phone (405)790-0488 * Fax (405)790-0788

LOCATIO

M

AP FOR

STATE H

IGHWAY 6

I G

REER COUTY

STATE PROJECT O.: STPY-028B(134), STPY-128B(009), STPY-128B(008)

JP O.: 15023(04), 15023(08), 15023(07)

G-00113

BO

P

EO

P

Reh

ab o

f

exis

ting

hig

hw

ay

New

alig

nm

ent

(ot to scale)

BURGESS EGIEERIG AD TESTIG, IC.

PEDOLOGICAL SOIL SURVEY CLASSIFICATIO

N SUMMARY

State Project No.: STPY-028B(134), STPY-128B(009), STPY-128B(008), JP NO.: 15023(04), 15023(08), 15023(07)

Surveyed by: Hai M

ing Lim

, Jason W

atson, Darryl Jenkins

Date Surveyed: 10-26-00

County: Greer County

Location: State Highway 6 in Greer County

Lab. No.: 00766

Burgess Job No.: 00113

Sam

ple Location: 750 ft N., 580 ft E. of the SW Corner, Sec 24, T 5 N, R 21 W

Bore-H

ole: Series # 1

Soil Series: Enterprise Series

Date Reported: February 19, 2001

Depth

(in)

Sub-

Horizon

Description

AASHTO

Soil

Group

Soil

Classification

MC

%

Percent Passing

LL

PI

OSI

3"

1-1/2"

3/4"

3/8"

#4

#10

#40

#200

0-10

Ap

Reddish Brown

A-2-4(0)

Clayey Sand (SC)

1.6

100

100

100

99.8 99.3 98.7 64.5 17.1

19

9

0

10-18

A

Reddish Brown

A-2-4(0)

Silty, Clayey Sand

(SC-SM)

1.8

100

100

100

99.7 99.1 98.1 58.0 13.3

17

7

0

18-40

Bk

Reddish Brown

A-1-b(0)

Well Graded Sand

With Silt

(SW-SM)

1.2

100

100

99.5 98.2 96.1 93.2 31.6

7.7

NP

NP

0

40-60

BC

Reddish Brown

A-1-b(0)

Poorly Graded

Sand (SP)

0.9

100

100

100

99.4 98.5 96.8 41.7

4.3

NP

NP

0

18-60

B-

Composite

Reddish Brown

A-1-b(0)

Poorly Graded

Sand W

ith Silt

(SW-SM)

4.7

100

100

100

98.7 97.5 96.9 43.1

8.5

NP

NP

0

NP

Non Plastic



N SUMMARY


Surveyed by: Hai M

ing Lim

, Jason W





Lab. No.: 00766


Sam

ple Location: 2980 ft N., 790 ft W. of the SE Corner of Sec 14, T 5 N, R 21 W

Bore-H

ole: Series # 2

Soil Series: Hollister Series


Depth

(in)

Sub-

Horizon

Description

AASHTO

Soil

Group

Soil

Classification

MC

%

Percent Passing

LL

PI

OSI

3"

1-1/2"

3/4"

3/8"

#4

#10

#40

#200

0-6

Ap

Brown

A-6(17)

Lean Clay W

ith

Sand (CL)

9.0

100

100

100

100 99.5 97.0 90.8 76.8

39

25

18

6-12

Bw

Dark Brown

A-7-6(26)

Lean Clay W

ith

Sand (CL)

12.9 100

100

100

100 99.7 97.8 94.7 82.7

46

32

22

12-32

Bss1

Dark Brown

A-7-6(32)

Lean Clay (CL)

14.0 100

100

100

100 99.9 97.8 94.1 87.5

49

36

24

32-52

Bss2

Dark Brown

A-7-6(36)

Fat Clay W

ith

Sand (CH)

18.2 100

100

100

100 98.4 86.6 78.6 71.2

54

38

26

52-60

Bkss1

Brown and Tan

A-7-6(20)

Sandy Fat Clay

(CH)

14.4 100

100

100

100 96.4 85.0 71.8 64.5

50

35

24

60-70

Bkss2

Yellowish red

A-2-6(3)

Clayey Sand (SC)

9.1

100

100

100

98.4 87.7 60.6 42.7 34.6

39

26

7

70-75

2BCss

Reddish Brown

A-7-6(19)

Lean Clay W

ith

Sand (CL)

15.0 100

100

100

99.7 96.8 88.4 79.2 73.3

42

29

20

12-75

B-

Composite

Brown

A-7-6(22)

Lean Clay W

ith

Sand (CL)

14.5 100

100

100

99.9 98.5 92.5 79.8 71.2

48

34

23



N SUMMARY


Surveyed by: Hai M

ing Lim

, Jason W





Lab. No.: 00766


Sam

ple Location: 95 ft S., 185 ft E. of the NW Corner of Sec 24, T 5 N, R 21 W

Bore-H

ole: Series # 3

Soil Series: Lawton Series


Depth

(in)

Sub-

Horizon

Description

AASHTO

Soil

Group

Soil

Classification

MC

%

Percent Passing

LL

PI

OSI

3"

1-1/2"

3/4"

3/8"

#4

#10

#40

#200

0-11

A1

Dark Brown

A-6(5)

Sandy Lean Clay

(CL)

7.7

100

100

100

100

100

99.8 90.3 61.0

25

13

8

11-18

BA

Reddish Brown

A-6(11)

Sandy Lean Clay

(CL)

10.0 100

100

100

99.9 99.9 99.6 91.9 66.8

33

21

14

18-32

Bt1

Reddish Brown

A-7-6(17)

Sandy Lean Clay

(CL)

13.7 100

100

100

100 99.9 99.7 93.1 67.8

44

29

20

32-47

Bt2

Reddish Brown

A-7-6(23)

Lean Clay W

ith

Sand (CL)

7.0

100

100

100

99.8 99.8 99.7 93.4 75.0

46

33

22

47-72

BC

Yellowish Red

A-6(11)

Sandy Lean Clay

(CL)

6.3

100

100

100

99.7 99.3 98.1 85.7 63.5

34

22

13

11-72

B-

Composite

Reddish Brown

A-7-6(16)

Lean Clay W

ith

Sand (CL)

13.8 100

100

100

100 99.9 98.7 89.9 71.0

41

25

18



N SUMMARY


Surveyed by: Hai M

ing Lim

, Jason W





Lab. No.: 00766


Sam

ple Location: 170 ft N., 150 ft E. of the SW Corner of Sec 24, T 5 N, R 21 W

Bore-H

ole: Series # 4

Soil Series: Spur Series


Depth

(in)

Sub-

Horizon

Description

AASHTO

Soil

Group

Soil

Classification

MC

%

Percent Passing

LL

PI

OSI

3"

1-1/2"

3/4"

3/8"

#4

#10

#40

#200

0-15

A

Brown

A-6(14)

Lean Clay W

ith

Sand (CL)

22.7 100

100

100

99.3 98.2 97.3 94.6 84.9

34

18

14

15-38

Bw1

Brown

A-6(19)

Lean Clay (CL)

24.1 100

100

100

99.4 99.4 99.2 97.7 90.0

38

22

16

38-50

Bw2

Reddish Brown

A-6(9)

Lean Clay W

ith

Sand (CL)

21.8 100

100

100

100

100

100 96.7 83.8

31

12

11

50-60

Bw3

Light Reddish

Brown

A-6(14)

Lean Clay (CL)

22.2 100

100

100

100

100

100 98.2 94.2

31

16

13

15-60

B-

Composite

Light Reddish

Brown

A-6(14)

Lean Clay (CL)

23.2 100

100

100

99.4 98.7 98.1 96.5 89.1

34

17

10

Appendix A-2

BURGESS EGIEERIG AD TESTIG, IC

.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 15+00, N

.B.

Bore

-Hole

: H

ole

# 1

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

1-A

0-0

.2

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

0.2

-1.1

O

il c

oat

ed sm

all to

med

ium

aggre

gat

es

1.1

-2.0

A

sphal

t w

ith m

ediu

m to

larg

e ag

gre

gat

es

2.0

-2.5

O

il a

nd c

hip

s

1-B

2.5

-9.0

Bro

wn

A-1

-a(0

)

Wel

l-gra

ded

gra

vel

with san

d

(GW

)

4.2

100

100

84.2

59.0

39.5

21.8

5.2

1.7

N

P

NP

0

1-C

9-2

2

Bro

wn

A-6

(3)

Cla

yey S

and (SC

) 16.0

100

100

100

99.6

98.9

96.8

75.4

47.8

27

15

7

1-D

22-3

9

Tan

& red

dis

h b

row

n

A-6

(4)

Cla

yey S

and (SC

) 11.7

100

100

100

99.6

99.0

98.3

71.5

46.2

28

17

8

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 65+00, N

.B.

Bore

-Hole

: H

ole

# 2

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

2-A

0-1

.1

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

1.1

-2.3

O

il c

oat

ed sm

all to

med

ium

aggre

gat

es

2.3

-2.8

A

sphal

t w

ith sm

all

aggre

gat

es

2.8

-3.3

A

sphal

t w

ith m

ediu

m to

larg

e ag

gre

gat

es

3.3

-3.8

O

il a

nd c

hip

s

2-B

3.8

-10

Bro

wn

A-1

-a (0)

Wel

l G

raded

San

d W

ith G

ravel

(SW

)

6.7

100

100

98.5

82.4

57.5

33.2

10.6

3.2

N

P

NP

0

2-C

10-2

4

Bro

wn

A-4

(1)

Cla

yey S

and (SC

) 12.9

100

100

98.1

97.3

96.0

92.9

82.9

47.3

22

10

5

2-D

24-3

0

Tan

A

-4(0

) Silty

, C

layey

San

d (SC

-SM

) 13.0

100

100

100

100

99.5

97.1

82.2

38.8

18

7

2

2-E

30-4

0

Bro

wn

A-6

(13)

San

dy L

ean C

lay

(CL)

17.5

100

100

100

100

100

99.6

92.8

66.8

35

24

15

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 80+00, N

.B.

Bore

-Hole

: H

ole

# 3

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

3-A

0-0

.5

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

0.5

-1.9

O

il c

oat

ed sm

all to

med

ium

aggre

gat

es

1.9

-2.5

A

sphal

t w

ith sm

all to

med

ium

aggre

gat

es

2.5

-3.5

O

il a

nd c

hip

s

3-B

3.5

-10

Yel

low

ish b

row

n

A-2

-4(0

) C

layey S

and w

ith

Gra

vel

(SC

) 7.3

100

100

96.4

89.0

70.2

46.1

24.9

12.4

23

10

0

3-C

10-4

0

Bro

wn

A-4

(1)

San

dy S

ilty

Cla

y

(CL-M

L)

12.0

100

100

100

100

99.3

96.7

87.8

52.2

19

7

4

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 110+00, N

.B.

Bore

-Hole

: H

ole

# 4

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

4-A

0-1

.3

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

1.3

-2.3

O

il c

oat

ed san

d a

nd sm

all

aggre

gat

es

2.3

-2.7

A

sphal

t w

ith sm

all to

med

ium

aggre

gat

es

2.7

-3.9

O

il c

oat

ed san

d a

nd sm

all

aggre

gat

es

3.9

-4.5

A

sphal

t w

ith m

ediu

m to

larg

e ag

gre

gat

es

4.5

-5.5

O

il a

nd c

hip

s

4-B

Bro

wn

A-1

-a(0

)

Silty

, C

layey

Gra

vel

With S

and

(GW

-GM

)

5.0

84.4

84.4

82.3

69.1

50.0

32.1

14.1

5.0

N

P

NP

0

4-C

Bro

wn

A-6

(7)

San

dy L

ean C

lay

(CL)

22.0

100

100

100

99.5

98.8

97.6

80.3

56.4

31

19

11

4-D

Tan

A

-6(2

) C

layey S

and (SC

) 16.2

100

100

100

100

100

99.3

81.6

46.6

22

11

5

4-E

Red

dis

h b

row

n

A-6

(8)

Lea

n C

lay W

ith

San

d (C

L)

20.4

100

100

100

100

100

99.8

92.3

73.2

27

15

11

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 120+00, N

.B.

Bore

-Hole

: H

ole

# 5

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

5-A

0-1

.1

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

1.1

-1.7

O

il c

oat

ed san

d a

nd sm

all

aggre

gat

es

1.7

-2.5

O

il c

oat

ed sm

all to

med

ium

aggre

gat

es

2.5

-3.5

A

sphal

t w

ith sm

all to

larg

e ag

gre

gat

es

3.5

-4.7

5

Oil a

nd c

hip

s

5-B

4.7

5-1

1

Bro

wn

A-2

-6(0

) C

layey S

and w

ith

Gra

vel

(SC

) 9.9

100

100

97.9

92.1

76.0

54.5

35.8

19.6

24

12

4

5-C

11-2

7

Bro

wn

A-6

(3)

San

dy L

ean C

lay

(CL)

14.6

100

100

100

100

99.9

98.8

86.5

53.6

23

12

7

5-D

27-4

1

Red

dis

h b

row

n

A-4

(0)

Cla

yey S

and

(SC

) 10.5

100

100

100

100

99.1

95.4

75.1

36.2

20

9

2

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 155+00, N

.B.

Bore

-Hole

: H

ole

# 6

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

6-A

0-0

.5

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

0.5

-2.1

O

il c

oat

ed sm

all to

med

ium

aggre

gat

es

2.1

-2.8

A

sphal

t w

ith m

ediu

m to

larg

e ag

gre

gat

es

2.8

-3.5

O

il a

nd c

hip

s

6-B

3.5

-11

Bro

wn

A-2

-4(0

)

Wel

l G

raded

San

d W

ith C

lay

and G

ravel

(SW

-

SC

)

6.8

100

100

91.7

77.7

56.6

35.5

15.6

6.8

21

8

0

6-C

11-2

0

Dar

k b

row

n

A-6

(9)

Lea

n C

lay W

ith

San

d (C

L)

18.3

100

100

100

100

99.8

98.7

89.7

71.8

28

16

12

6-D

20-2

4

Tan

A

-6(1

) C

layey S

and (SC

) 11.4

100

100

100

97.2

93.3

82.5

82.4

44.2

23

11

5

6-E

24-4

1

Bro

wn

A-6

(5)

San

dy L

ean C

lay

(CL)

14.7

100

100

100

99.7

98.4

92.7

77.4

55.2

26

15

9

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 185+00, N

.B.

Bore

-Hole

: H

ole

# 7

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

7-A

0-0

.5

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

0.5

-1.4

O

il c

oat

ed sm

all to

med

ium

aggre

gat

es

1.4

-2.8

A

sphal

t w

ith m

ediu

m to

larg

e ag

gre

gat

es

2.8

-3.3

O

il a

nd c

hip

s

7-B

3.3

-11

Bro

wn

A-1

-a(0

)

Wel

l G

raded

San

d W

ith S

ilt

and G

ravel

(SW

-

SM

)

7.5

100

100

95.5

82.2

61.0

42.5

19.2

7.0

N

P

NP

0

7-C

11-2

5

Dar

k b

row

n

A-6

(9)

Lea

n C

lay W

ith

San

d (C

L)

14.7

100

100

99.4

98.1

95.4

91.0

86.4

78.7

28

15

12

7-D

25-3

2

Bro

wn

A-6

(8)

Lea

n C

lay W

ith

San

d (C

L)

12.3

100

100

100

99.9

98.8

91.2

82.5

71.4

28

15

11

7-E

32-4

0

Red

dis

h b

row

n

A-7

-6(1

8)

Lea

n C

lay W

ith

San

d (C

L)

17.9

100

100

98.8

98.4

95.7

83.7

80.3

74.0

42

26

18

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 205+00, N

.B.

Bore

-Hole

: H

ole

# 8

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

8-A

0-0

.5

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

0.5

-2

Oil c

oat

ed sm

all to

med

ium

aggre

gat

es

2-3

O

il a

nd c

hip

s

8-B

3-1

6

Bro

wn

A-1

-a(0

)

Wel

l G

raded

San

d W

ith S

ilt

and G

ravel

(SW

-

SM

)

7.2

100

100

98.1

84.1

58.9

37.0

16.0

6.0

N

P

NP

0

8-C

16-2

9

Dar

k b

row

n

A-6

(14)

Lea

n C

lay W

ith

San

d (C

L)

20.3

100

100

99.2

99.2

99.1

97.2

91.3

80.3

33

20

15

8-D

29-3

9

Bro

wn

A-7

-6(2

5)

Lea

n C

lay W

ith

San

d (C

L)

19.4

100

100

100

100

99.6

98.4

94.7

84.9

44

30

20

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 235+00, N

.B.

Bore

-Hole

: H

ole

# 9

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

9-A

0-2

.2

Type

B a

sphal

t

2.2

-2.6

A

sphal

t w

ith m

ediu

m to

larg

e ag

gre

gat

es

2.6

-3.2

O

il c

oat

ed san

d a

nd sm

all

aggre

gat

es

3.2

-4

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

4-4

.7

Oil c

oat

ed san

d

4.7

-6

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

6-6

.7

Oil c

oat

ed san

d

6.7

-7.7

A

sphal

t w

ith m

ediu

m to

larg

e ag

gre

gat

es

7.7

-8.2

5

Oil a

nd c

hip

s

9-B

8.2

5-1

2

Yel

low

ish b

row

n

A-1

-b(0

) Silty

San

d W

ith

Gra

vel

(SM

) 7.1

100

100

92.6

73.7

54.6

40.0

33.3

16.1

N

P

NP

0


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 235+00, N

.B.

Bore

-Hole

: H

ole

# 9

(C

ont’)

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

9-C

12-1

8

Tan

A

-2-4

(0)

Silty

San

d (SM

) 10.7

100

100

100

994

96.8

91.4

64.0

24.6

N

P

NP

0

9-D

18-4

5

Dar

k b

row

n

A-7

-6(2

0)

Lea

n C

lay W

ith

San

d (C

L)

20.2

100

100

100

100

99.7

97.6

90.7

81.4

44

24

18

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 217+50, S.B

.

Bore

-Hole

: H

ole

# 1

0

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

10-A

0-0

.5

Asp

hal

t w

ith sm

all

aggre

gat

es

0.5

-1

Asp

hal

t w

ith m

ediu

m to

larg

e ag

gre

gat

es

1-2

.8

Coat

ed san

d w

ith

med

ium

to lar

ge

agg.

2.8

-3.0

A

sphal

t w

ith m

ediu

m

aggre

gat

es

3.0

-3.7

C

oat

ed san

d w

ith

med

ium

aggre

gat

es

3.7

-4

Asp

hal

t w

ith m

ediu

m

aggre

gat

es

4-4

.7

Coat

ed san

d w

ith sm

all

aggre

gat

es

4.7

-5.3

A

sphal

t w

ith m

ediu

m to

larg

e ag

gre

gat

es


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 217+50, S.B

.

Bore

-Hole

: H

ole

# 1

0 (C

ont’)

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

5.3

-6.2

5

Oil a

nd c

hip

s

10-B

6.2

5-1

6

Yel

low

ish b

row

n

A-1

-a(0

)

Wel

l G

raded

San

d W

ith S

ilt

and G

ravel

(SW

-

SM

)

8.9

100

100

96.5

83.0

64.7

44.9

26.3

10.3

N

P

NP

0

10-C

16-4

3

Dar

k b

row

n

A-7

-6(2

3)

Lea

n C

lay W

ith

San

d (C

L)

21.5

100

100

100

100

99.9

98.4

91.8

79.7

43

30

20

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 172+50, S.B

.

Bore

-Hole

: H

ole

# 1

1

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

11-A

0-0

.7

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

0.7

-2

Oil c

oat

ed m

ediu

m

aggre

gat

es

2-2

.7

Asp

hal

t w

ith m

ediu

m to

larg

e ag

gre

gat

es

2.7

-3.4

O

il c

oat

ed sm

all to

med

ium

aggre

gat

es

3.4

-5

Oil a

nd c

hip

s

11-B

5-1

5

Yel

low

ish b

row

n

A-1

-a(0

)

Wel

l G

raded

San

d W

ith S

ilt

and G

ravel

(SW

-

SM

)

6.4

100

100

93.7

76.2

58.7

39.6

21.0

8.6

N

P

NP

0

11-C

15-4

1

Dar

k b

row

n

A-6

(15)

Lea

n C

lay W

ith

San

d (C

L)

17.7

100

100

100

100

99.7

98.5

92.6

81.2

33

21

15

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 162+50, S.B

.

Bore

-Hole

: H

ole

# 1

2

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

12-A

0-2

A

sphal

t w

ith sm

all to

med

ium

aggre

gat

es

2-3

.1

Oil c

oat

ed m

ediu

m

aggre

gat

es

3.1

-3.7

A

sphal

t w

ith m

ediu

m to

larg

e ag

gre

gat

es

3.7

-4.2

5

Oil a

nd c

hip

s

12-B

4.2

5-1

6

Bro

wn

A-1

-b(0

)

Silty

, C

layey

San

d W

ith G

ravel

(SC

-SM

)

7.8

100

100

96.5

86.0

64.7

43.3

40.6

20.6

20

6

1

12-C

16-3

7

Dar

k b

row

n

A-6

(4)

San

dy L

ean C

lay

(CL)

14.2

100

100

100

100

99.6

97.4

86.0

59.5

24

12

8

12-D

37-4

1

Dar

k b

row

n

A-6

(6)

San

dy L

ean C

lay

(CL)

13.8

100

100

100

99.8

98.3

86.4

68.4

54.2

30

17

10

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 142+50, S.B

.

Bore

-Hole

: H

ole

# 1

3

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

13-A

0-0

.7

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

0.7

-0.9

O

il c

oat

ed sm

all

aggre

gat

es

0.9

-1.9

A

sphal

t w

ith m

ediu

m

aggre

gat

es

1.9

-2.3

O

il c

oat

ed sm

all to

med

ium

aggre

gat

es

2.3

-2.8

A

sphal

t w

ith m

ediu

m to

larg

e ag

gre

gat

es

2.8

-3.5

O

il a

nd c

hip

s

13-B

3.5

-13

Bro

wn

A-1

-a(0

)

Wel

l G

raded

San

d W

ith G

ravel

(SW

)

7.9

100

100

99.7

84.5

58.6

37.5

13.2

3.0

N

P

NP

0

13-C

13-2

0

Bro

wn

A-2

-4(0

) Silty

, C

layey

San

d (SC

-SM

) 9.0

100

100

99.3

97.6

96.0

91.5

60.7

29.4

18

7

1

13-D

20-2

7

Red

dis

h b

row

n

A-6

(12)

San

dy L

ean C

lay

(CL)

16.6

100

100

100

100

99.9

98.9

89.0

70.3

35

20

14

13-E

27-4

0

Red

dis

h b

row

n

A-6

(7)

San

dy L

ean C

lay

(CL)

14.8

100

100

100

99.7

99.3

98.0

85.4

57.2

32

18

11

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 122+50, S.B

.

Bore

-Hole

: H

ole

# 1

4

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

14-A

0-1

.1

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

1.1

-1.7

O

il c

oat

ed sm

all to

med

ium

aggre

gat

es

1.7

-2.4

A

sphal

t w

ith sm

all to

med

ium

aggre

gat

es

2.4

-2.6

O

il c

oat

ed san

d

2.6

-3.6

A

sphal

t w

ith sm

all to

larg

e ag

gre

gat

es

3.6

-4.5

O

il a

nd ship

s

14-B

4.5

-12

Bro

wn

A-1

-a(0

)

Wel

l G

raded

San

d W

ith S

ilt

and G

ravel

(SW

-

SM

)

6.4

100

100

97.6

80.9

57.2

38.6

21.4

10.1

N

P

NP

0

14-C

12-1

7

Dar

k b

row

n

A-4

(2)

San

dy L

ean C

lay

(CL)

13.1

100

100

100

100

99.5

96.6

86.5

55.1

21

9

6

14-D

17-2

5

Bro

wn

A-4

(9)

Cla

yey S

and (SC

) 10.2

100

100

100

99.4

97.3

90.6

72.2

44.9

21

9

4

14-E

25-4

1

Red

dis

h b

row

n

A-6

(9)

San

dy L

ean C

lay

(CL)

15.7

100

100

100

100

99.7

98.1

89.9

68.6

31

17

12

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 87+50, S.B

.

Bore

-Hole

: H

ole

# 1

5

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

15-A

0-0

.3

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

0.3

-0.7

O

il c

oat

ed sm

all to

med

ium

aggre

gat

es

0.7

-1.8

A

sphal

t w

ith sm

all to

med

ium

aggre

gat

es

1.8

-2.5

O

il a

nd c

hip

s

15-B

2.5

-8

Yel

low

ish b

row

n

A-2

-4(0

)

Wel

l G

raded

San

d W

ith G

ravel

(SW

)

8.0

100

100

98.2

87.0

64.8

39.8

10.2

4.2

19

7

0

15-C

8-2

5

Dar

k b

row

n

A-6

(2)

Cla

yey S

and (SC

) 12.6

100

100

100

99.6

98.8

95.6

76.2

48.5

23

12

6

15-D

25-3

9

Bro

wn

A-4

(1)

San

dy L

ean C

lay

(SC

) 10.0

100

100

100

99.6

99.0

96.1

86.5

53.4

20

8

5

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 72+50, S.B

.

Bore

-Hole

: H

ole

# 1

6

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

16-A

0-1

.4

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

1.4

-1.7

O

il c

oat

ed sm

all

aggre

gat

es

1.7

-2.6

A

sphal

t w

ith sm

all to

med

ium

aggre

gat

es

2.6

-3.8

A

sphal

t w

ith m

ediu

m to

larg

e ag

gre

gat

es

3.8

-4.6

O

il a

nd c

hip

s

16-B

4.6

-11

Yel

low

ish b

row

n

A-1

-a(0

)

Wel

l G

raded

San

d W

ith S

ilt

and G

ravel

(SW

-

SM

)

6.8

100

100

97.9

85.6

59.5

37.2

15.2

6.3

N

P

NP

0

16-C

11-1

9

Dar

k b

row

n

A-4

(1)

Cla

yey S

and (SC

) 10.5

100

100

100

100

99.4

96.8

83.1

45.3

21

10

4

16-D

19-4

1

Bro

wn

A-4

(0)

Silty

San

d (SM

) 8.1

100

100

100

100

99.2

95.8

81.0

37.1

N

P

NP

0

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 47+50, S.B

.

Bore

-Hole

: H

ole

# 1

7

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

17-A

0-0

.7

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

0.7

-1.1

O

il c

oat

ed sm

all to

med

ium

aggre

gat

es

1.1

-2

Asp

hal

t w

ith sm

all to

larg

e ag

gre

gat

es

2-3

O

il a

nd c

hip

s

17-B

3-1

0

Bro

wn

A-1

-a(0

)

Wel

l G

raded

San

d W

ith S

ilt

and G

ravel

(SW

-

SM

)

3.9

100

100

93.9

76.8

57.5

37.2

16.7

6.7

N

P

NP

0

17-C

10-1

6

Dar

k b

row

n

A-4

(0)

Silty

San

d (SM

) 8.3

100

100

100

99.7

99.5

98.0

79.6

44.1

16

3

2

17-D

16-3

0

Bro

wn

A-4

(0)

Silty

, C

layey

San

d (SC

-SM

) 8.3

100

100

100

99.7

98.2

94.7

82.2

42.1

18

6

2

17-E

30-3

9

Bro

wn

A-2

-4(0

) Silty

San

d (SM

) 6.9

100

100

100

99.7

99.3

96.9

75.8

27.1

N

P

NP

0

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 32+50, S.B

.

Bore

-Hole

: H

ole

# 1

8

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

18-A

0-0

.9

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

0.9

-1.1

O

il c

oat

ed sm

all to

med

ium

aggre

gat

es

1.1

-2.6

A

sphal

t w

ith sm

all to

larg

e ag

gre

gat

es

2.6

-3.5

O

il a

nd c

hip

s

18-B

3.5

-10

Bro

wn

A-1

-a(0

)

Wel

l G

raded

San

d W

ith S

ilt

and G

ravel

(SW

-

SM

)

3.9

100

100

90.2

79.2

61.2

40.1

24.3

9.2

N

P

NP

0

18-C

10-2

1

Dar

k b

row

n

A-6

(2)

San

dy L

ean C

lay

(CL)

9.2

100

100

100

99.2

98.5

95.7

78.9

50.5

22

11

6

18-D

21-4

0

Bro

wn

A-4

(0)

Silty

San

d (SM

) 7.4

100

100

100

99.6

98.4

95.5

81.4

35.5

N

P

NP

0

NP:

Non- Pla

stic


.

INPLA

CE S

OIL

SU

RV

EY

CLA

SSIF

ICA

TIO

N S

UM

MA

RY

Sta

te P

roje

ct N

o.: S

TPY

-028B(1

34), S

TPY

-128B(0

09), JP

NO

.: 1

5023(0

4), 1

5023(0

8)

Surv

eyed

by: H

ai M

ing L

im, Ja

son W

atso

n, D

arry

l Je

nkin

s

Dat

e Surv

eyed

: 10-2

6-0

0

County

: G

reer

County

Pro

ject

Loca

tion: Sta

te H

ighw

ay 6

in G

reer

County

Lab

. N

o.: 0

0766

Burg

ess Jo

b N

o.: 0

0113

Sam

ple

Loca

tion: Sta

. 7+50, S.B

.

Bore

-Hole

: H

ole

# 1

9

Dat

e R

eported

: Feb

ruar

y 1

9, 2001

Fie

ld

No.

Dep

th

(in)

Des

crip

tion

AA

SH

TO

Soil

Gro

up

Soil

Cla

ssific

atio

n

MC

%

Per

cent Pas

sing

LL

PI

OSI

3"

1-1

/2"

3/4

" 3/8

" #4

#10

#40

#200

19-A

0-0

.4

Asp

hal

t w

ith sm

all to

med

ium

aggre

gat

es

0.4

-0.9

O

il c

oat

ed sm

all to

med

ium

aggre

gat

es

0.9

-1.4

A

sphal

t w

ith sm

all to

med

ium

aggre

gat

es

1.4

-2

Asp

hal

t w

ith m

ediu

m to

larg

e ag

gre

gat

es

2-2

.5

Oil a

nd c

hip

s

19-B

2.5

-9

Yel

low

ish b

row

n

A-1

-a(0

)

Poorly G

raded

San

d W

ith S

ilt

and G

ravel

(SP-

SM

)

7.2

100

100

95.3

75.9

52.9

32.9

18.3

7.5

N

P

NP

0

19-C

9-3

9

Bro

wn

A-2

-4(0

) Silty

San

d (SM

) 6.1

100

100

99.0

97.1

91.0

81.5

58.5

21.5

N

P

NP

0

NP:

Non- Pla

stic

Appendix B

BURGESS EGIEERIG AD TESTIG, IC. SUMMARY OF pH & RESISTIVITY TEST RESULTS

State Project No.: STRP-028B(134), STPY-128B(009), STPY-128B(008)

JP NO.: 15023(04), 15023(08), 15023(07)

Surveyed by: Hai Ming Lim, Jason Watson, Darryl Jenkins


County: Greer County Location: State Highway 6 in Greer County

Lab. No.: 00766 Burgess Job No.: 00113

Sample Location: 750 ft N., 580 ft E. of the SW Corner, Sec 24, T 5 N, R 21 W

Bore-Hole: Series # 1



Depth

(in)

Sub-

Horizon Description

AASHTO

Soil

Group Soil Classification pH

Resistivity

(Ω* Cm)

0-10 Ap Reddish Brown A-2-4(0) Clayey Sand (SC) 6.95 5282

10-18 A Reddish Brown A-2-4(0) Silty, Clayey Sand (SC-SM) 7.30 6602

18-40 Bk Reddish Brown A-1-b(0) Well Graded Sand With Silt

(SW-SM) 7.47 10123

40-60 BC Reddish Brown A-1-b(0) Poorly Graded Sand (SP) 8.47 11004



JP NO.: 15023(04), 15023(08), 15023(07)





Sample Location: 2980 ft N., 790 ft W. of the SE Corner of Sec 14, T 5 N, R 21 W




Depth

(in)

Sub-

Horizon Description

AASHTO

Soil


Resistivity

(Ω* Cm)

0-6 Ap Brown A-6(17) Lean Clay With Sand (CL) 6.78 528

6-12 Bw Dark Brown A-7-6(26) Lean Clay With Sand (CL) 4.74 176

12-32 Bss1 Dark Brown A-7-6(32) Lean Clay (CL) 4.48 88

32-52 Bss2 Dark Brown A-7-6(36) Fat Clay With Sand (CH) 6.39 44

52-60 Bkss1 Brown and Tan A-7-6(20) Sandy Fat Clay (CH) 6.48 44

60-70 Bkss2 Yellowish red A-2-6(3) Clayey Sand (SC) 8.00 N/A

70-75 2BCss Reddish Brown A-7-6(19) Lean Clay With Sand (CL) 6.31 44

N/A Not enough sample for testing



JP NO.: 15023(04), 15023(08), 15023(07)





Sample Location: 95 ft S., 185 ft E. of the NW Corner of Sec 24, T 5 N, R 21 W




Depth

(in)

Sub-

Horizon Description

AASHTO

Soil


Resistivity

(Ω* Cm)

0-11 A1 Dark Brown A-6(5) Sandy Lean Clay (CL) 7.22 1452

11-18 BA Reddish Brown A-6(11) Sandy Lean Clay (CL) 6.54 968

18-32 Bt1 Reddish Brown A-7-

6(17) Sandy Lean Clay (CL) 4.58 616

32-47 Bt2 Reddish Brown A-7-

6(23) Lean Clay With Sand (CL) 6.65 792

47-72 BC Yellowish Red A-6(11) Sandy Lean Clay (CL) 8.45 660



JP NO.: 15023(04), 15023(08), 15023(07)





Sample Location: 170 ft N., 150 ft E. of the SW Corner of Sec 24, T 5 N, R 21 W




Depth

(in)

Sub-

Horizon Description

AASHTO

Soil


Resistivity

(Ω* Cm)

0-15 A Brown A-6(14) Lean Clay With Sand (CL) 5.39 704

15-38 Bw1 Brown A-6(19) Lean Clay (CL) 4.65 748

38-50 Bw2 Reddish Brown A-6(9) Lean Clay With Sand (CL) 4.63 660

50-60 Bw3 Light Reddish

Brown A-6(14) Lean Clay (CL) 6.25 660

Appendix C

Test Specification: ASTM D-689-91 Procedure A, Standard

TEST RESULT DESCRIPTION

MAXIMUM DRY DENSITY= 126.0 pcf

OPTIMUM MOISTURE=9.5 %

SOIL SERIES: Enterprise Series

SERIES #: 1

State Project No.: STPY-028B(134), STPY-128B(009), STPY-128B(008)

JP NO.: 15023(04), 15023(08), 15023(07)


Location: State Highway 6 in Greer County Sample Location: 750 ft N., 580 ft E. of the SW Corner, Sec 24, T 5 N, R 21 W

Burgess Job No.: 00113 Lab No.: 00766

BETI FIELD

NO.:

1mR

MOISTURE DENSITY RELATIONSHIP

TEST BURGESS EGIEERIG AD

TESTIG, IC.

MOISTURE DENSITY RELATIONSHIP TEST

116

117

118

119

120

121

122

123

124

125

126

127

7 8 9 10 11 12 13 14

Moisture Content (%)

Dry

Density (pcf)





SOIL SERIES: Hollister Series

SERIES #: 2


JP NO.: 15023(04), 15023(08), 15023(07) County: Greer County

Location: State Highway 6 in Greer County Sample Location: 2980 ft N., 790 ft W. of the SE Corner of Sec 14, T 5 N, R 21 W


BETI FIELD

NO.:

2mR



TESTIG, IC.


88

89

90

91

92

93

94

95

96

97

98

99

10 11 12 13 14 15 16 17 18 19


Dry

Density (pcf)





SOIL SERIES: Lawton Series

SERIES #: 3



Location: State Highway 6 in Greer County Sample Location: 95 ft S., 185 ft E. of the NW Corner of Sec 24, T 5 N, R 21 W


BETI FIELD

NO.:

3mR



TESTIG, IC.


100

101

102

103

104

105

106

107

108

12 13 14 15 16 17 18 19 20


Dry

Density (pcf)





SOIL SERIES: Spur Series

SERIES #: 4



Location: State Highway 6 in Greer County Sample Location: 170 ft N., 150 ft E. of the SW Corner of Sec 24, T 5 N, R 21 W


BETI FIELD

NO.:

4mR



TESTIG, IC.


98

99

100

101

102

103

104

105

106

107

108

12 13 14 15 16 17 18 19 20 21 22


Dry

Density (pcf)

Appendix D

BURGESS ENGINEERING AND TESTING, INC. SUMMARY OF RESILIENT MODULUS TESTING

FOR PEDOLOGICAL SOIL SURVEY


JP NO.: 15023(04), 15023(08), 15023(07)





Sample Location: 750 ft N., 580 ft E. of the SW Corner, Sec 24, T 5 N, R 21 W




Desired Moisture Content: 9.5 % Desired Dry Density: 119.7 pcf

Sample I.D.

Chamber

Pressure

(psi)

Axial

Stress

(psi)

Moisture

Content

(%)

Dry

Density

(pcf)

Resilient

Strain

(in/in)

Resilient

Modulus

(psi)

Standard

Deviation

for MR

1mR-1

6.0 1.4 9.3 119.3 0.00006 23954 1105

4.3 0.00035 12208 195

5.9 0.00050 11587 60

7.1 0.00061 11672 48

8.6 0.00078 11083 57

4.0 1.6 0.00009 17841 771

4.2 0.00036 11555 113

5.9 0.00052 11426 89

7.2 0.00060 12060 83

8.5 0.00071 12059 44

2.0 1.6 0.00008 19615 784

4.1 0.00034 11989 167

5.8 0.00049 11864 130

7.3 0.00055 13297 45

8.6 0.00066 12923 90

LOCATION DESCRIPTION

State Project No.: STPY-028B(134),

STPY-128B(009), STPY-128B(008)


Location: State Highway 6 In Greer County

Sampling Location: 750 ft N., 580 ft E. of the SW

Corner, Sec 24, T 5 N, R 21 W


Soil Identification: 1mR-1

Enterprise Series RM=a(Sd)b

Values for Sd are:

S3=6.0 psi: 1.4, 4.3, 5.9, 7.1, 8.6 psi

S3=4.0 psi: 1.6, 4.2, 5.9, 7.2, 8.5 psi

S3=2.0 psi: 1.6, 4.1, 5.8, 7.3, 8.6 psi Calculated units of values for RM are in psi

S3 6.0 psi 4.0 psi 2.0 psi

R2 0.9302 0.7573 0.6536

a 26282 18778 20212

b -0.4366 -0.2462 -0.2508

RESILENT MODULUS TESTING

SHRP P46

BURGESS EGIEERIG AD

TESTIG, IC.

RESILENT MODULUS TESTING-SHRP P46Enterprise Series @ 95% DRY DEN. & OPT. MOIST.

1000

10000

100000

1 10

Deviator Stress (psi)

Resilent Modulus (psi)

S3=6.0 psi S3=4.0 psi S3= 2.0 psi


Resilient Modulus Testing - AASHTO T 307-99

Date:

Project:

N/A

, JP:

N/A

Client:

Project Description:

OKLAHOMA DEPARTME T OF TRA SPORTATIO

Re

sili

en

t M

od

ulu

s T

es

t

Attn: Mr. Jam

es B. Nevels, Jr., Ph.D., P.E.

SH

RP

P-4

6

200 N.E. 21st Street

Clie

nt

ID:

00

11

3

Oklahoma City, OK 73105-3204

Clie

nt

Pro

jec

t:S

.H.

6 i

n G

ree

r C

ou

nty

Lo

t N

um

be

r:1

mR

Sample Inform

ation

Sa

mp

le I

D:

1m

R-1

Sa

mp

le D

iam

ete

r, i

n:

4S

am

ple

M.C

., %

:9

.3

Sa

mp

le T

yp

e:

Sa

mp

le H

eig

ht,

in

:8

Sa

mp

le D

ry D

en

., p

cf:

11

9.3

Te

st

Da

te:

02

/05

/01

De

sir

ed

M.C

., %

:9

.5F

aile

d i

n S

he

ar?

:

Re

ma

rks

:E

nte

rpri

se

Se

rie

sD

ry D

en

., p

cf:

11

9.7

Tri

ax

ial

Sh

ea

r S

tre

ng

th,

ps

i:

CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

DE

SIG

NA

TIO

NS

3S

cy

clic

cl

Pm

ax

Pc

yc

licP

co

nta

ct

Sm

ax

Sc

yc

licS

co

nta

ct

H1

H2

Ha

vg

Er

Mr

UN

ITp

si

ps

i--

-lb

slb

slb

sp

si

ps

ip

si

inc

he

sin

ch

es

inc

he

sin

/in

ps

i

PR

EC

ISIO

N--

---

--

---

---

---

---

---

---

---

---

---

---

---

12

1.4

17

.24

.21

.71

.40

.30

.00

05

20

.00

03

90

.00

04

60

.00

00

62

4,0

34

22

0.7

16

.74

.11

.71

.30

.30

.00

04

80

.00

03

60

.00

04

20

.00

00

52

5,4

14

32

1.3

17

.14

.11

.71

.40

.30

.00

05

00

.00

03

90

.00

04

50

.00

00

62

4,4

53

42

1.9

17

.94

.01

.71

.40

.30

.00

05

40

.00

04

30

.00

04

90

.00

00

62

3,3

95

52

2.5

18

.63

.91

.81

.50

.30

.00

06

00

.00

04

60

.00

05

30

.00

00

72

2,4

76

21

.61

7.5

4.0

1.7

1.4

0.3

0.0

00

53

0.0

00

41

0.0

00

47

0.0

00

06

23

,95

4

0.7

0.8

0.1

0.1

0.1

0.0

0.0

00

05

0.0

00

04

0.0

00

04

0.0

00

01

1,1

05

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Re

co

v.

De

f. L

VD

T

#2

Re

ad

ing

Av

era

ge

Re

co

v.

De

f. L

VD

T

1 a

nd

2

Re

sili

en

t

Str

ain

Re

sili

en

t

Mo

du

lus

Se

qu

en

ce

16

.02

.0

Ac

tua

l

Ap

plie

d

Cy

clic

Lo

ad

Ac

tua

l

Ap

plie

d

Co

nta

ct

Lo

ad

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Str

es

s

Ac

tua

l

Ap

plie

d

Cy

clic

Str

es

s

Ac

tua

l

Ap

plie

d

Co

nta

ct

Str

es

s

Re

co

v.

De

f. L

VD

T

#1

Re

ad

ing

2/1

9/0

1

PA

RA

ME

TE

R

Ch

am

be

r

Co

nfi

nin

g

Pre

ss

ure

No

min

al

Ma

xim

um

Ax

ial

Str

es

s

Cy

cle

No

.

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Lo

ad

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

16

1.4

54

.96

.64

.94

.40

.50

.00

30

70

.00

26

30

.00

28

50

.00

03

61

2,2

41

26

1.3

54

.76

.74

.94

.40

.50

.00

30

00

.00

25

70

.00

27

90

.00

03

51

2,4

80

35

9.9

53

.46

.54

.84

.20

.50

.00

30

50

.00

26

20

.00

28

30

.00

03

51

2,0

05

46

1.2

54

.76

.54

.94

.40

.50

.00

30

40

.00

26

30

.00

28

40

.00

03

51

2,2

77

56

0.0

53

.56

.54

.84

.30

.50

.00

30

40

.00

26

20

.00

28

30

.00

03

51

2,0

34

60

.85

4.2

6.6

4.8

4.3

0.5

0.0

03

04

0.0

02

62

0.0

02

83

0.0

00

35

12

,20

8

0.7

0.7

0.1

0.1

0.1

0.0

0.0

00

03

0.0

00

02

0.0

00

02

0.0

00

00

19

5

18

2.7

73

.59

.26

.65

.90

.70

.00

42

80

.00

37

70

.00

40

30

.00

05

01

1,6

31

28

2.4

73

.29

.26

.65

.80

.70

.00

43

10

.00

38

00

.00

40

60

.00

05

11

1,4

84

38

2.8

73

.59

.26

.65

.90

.70

.00

43

00

.00

37

80

.00

40

40

.00

05

01

1,5

96

48

2.9

73

.79

.26

.65

.90

.70

.00

43

10

.00

37

80

.00

40

50

.00

05

11

1,6

00

58

2.8

73

.69

.26

.65

.90

.70

.00

42

90

.00

37

70

.00

40

30

.00

05

01

1,6

25

82

.77

3.5

9.2

6.6

5.9

0.7

0.0

04

30

0.0

03

78

0.0

04

04

0.0

00

50

11

,58

7

0.2

0.2

0.0

0.0

0.0

0.0

0.0

00

01

0.0

00

01

0.0

00

01

0.0

00

00

60

11

01

.98

9.8

12

.18

.17

.21

.00

.00

52

30

.00

46

30

.00

49

30

.00

06

21

1,6

00

21

01

.38

9.4

11

.98

.17

.10

.90

.00

51

70

.00

45

60

.00

48

60

.00

06

11

1,7

00

31

01

.08

9.1

12

.08

.07

.11

.00

.00

51

40

.00

45

50

.00

48

50

.00

06

11

1,7

03

41

01

.28

9.1

12

.08

.07

.11

.00

.00

51

70

.00

45

80

.00

48

70

.00

06

11

1,6

47

51

02

.09

0.0

12

.08

.17

.21

.00

.00

52

00

.00

46

00

.00

49

00

.00

06

11

1,7

12

10

1.5

89

.51

2.0

8.1

7.1

1.0

0.0

05

18

0.0

04

58

0.0

04

88

0.0

00

61

11

,67

2

0.4

0.4

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

48

11

22

.41

08

.01

4.4

9.7

8.6

1.1

0.0

06

50

0.0

05

88

0.0

06

19

0.0

00

77

11

,10

8

21

22

.71

08

.41

4.3

9.8

8.6

1.1

0.0

06

54

0.0

05

90

0.0

06

22

0.0

00

78

11

,09

7

31

23

.61

09

.31

4.3

9.8

8.7

1.1

0.0

06

57

0.0

05

92

0.0

06

25

0.0

00

78

11

,14

2

41

23

.11

08

.61

4.5

9.8

8.6

1.1

0.0

06

57

0.0

05

92

0.0

06

24

0.0

00

78

11

,07

9

51

23

.31

08

.71

4.6

9.8

8.7

1.2

0.0

06

62

0.0

05

98

0.0

06

30

0.0

00

79

10

,99

1

12

3.0

10

8.6

14

.49

.88

.61

.10

.00

65

60

.00

59

20

.00

62

40

.00

07

81

1,0

83

0.5

0.5

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

04

0.0

00

04

0.0

00

00

57

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

46

.08

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

56

.01

0.0

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

36

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

26

.04

.0

CO

LU

MN

AV

ER

AG

E

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

4.9

19

.75

.22

.01

.60

.40

.00

08

50

.00

06

70

.00

07

60

.00

00

91

6,5

58

22

5.2

20

.05

.32

.01

.60

.40

.00

07

80

.00

06

00

.00

06

90

.00

00

91

8,4

46

32

5.2

20

.15

.12

.01

.60

.40

.00

07

90

.00

06

00

.00

07

00

.00

00

91

8,3

39

42

4.8

19

.75

.12

.01

.60

.40

.00

07

80

.00

06

10

.00

06

90

.00

00

91

8,1

56

52

4.5

19

.45

.11

.91

.50

.40

.00

07

80

.00

06

10

.00

07

00

.00

00

91

7,7

08

24

.91

9.8

5.1

2.0

1.6

0.4

0.0

00

80

0.0

00

62

0.0

00

71

0.0

00

09

17

,84

1

0.3

0.3

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

77

1

16

0.9

52

.98

.04

.84

.20

.60

.00

31

40

.00

26

50

.00

28

90

.00

03

61

1,6

41

26

0.9

52

.98

.04

.84

.20

.60

.00

31

30

.00

26

40

.00

28

90

.00

03

61

1,6

68

36

0.8

52

.78

.04

.84

.20

.60

.00

31

90

.00

27

10

.00

29

50

.00

03

71

1,3

83

46

0.7

52

.87

.94

.84

.20

.60

.00

31

60

.00

26

70

.00

29

10

.00

03

61

1,5

26

56

0.7

52

.58

.14

.84

.20

.70

.00

31

40

.00

26

50

.00

29

00

.00

03

61

1,5

60

60

.85

2.8

8.0

4.8

4.2

0.6

0.0

03

15

0.0

02

66

0.0

02

91

0.0

00

36

11

,55

5

0.1

0.1

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

11

3

18

5.6

75

.01

0.5

6.8

6.0

0.8

0.0

04

45

0.0

03

87

0.0

04

16

0.0

00

52

11

,48

4

28

4.6

74

.01

0.6

6.7

5.9

0.8

0.0

04

39

0.0

03

79

0.0

04

09

0.0

00

51

11

,52

3

38

4.2

73

.81

0.4

6.7

5.9

0.8

0.0

04

43

0.0

03

86

0.0

04

14

0.0

00

52

11

,34

1

48

4.7

74

.01

0.7

6.7

5.9

0.9

0.0

04

41

0.0

03

81

0.0

04

11

0.0

00

51

11

,45

9

58

5.1

74

.61

0.5

6.8

5.9

0.8

0.0

04

49

0.0

03

90

0.0

04

20

0.0

00

52

11

,32

5

84

.87

4.3

10

.56

.85

.90

.80

.00

44

30

.00

38

50

.00

41

40

.00

05

21

1,4

26

0.5

0.5

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

04

0.0

00

04

0.0

00

01

89

11

03

.79

0.4

13

.38

.37

.21

.10

.00

50

80

.00

44

50

.00

47

60

.00

06

01

2,0

87

21

03

.89

0.5

13

.38

.37

.21

.10

.00

50

90

.00

44

20

.00

47

50

.00

05

91

2,1

19

31

04

.19

0.7

13

.48

.37

.21

.10

.00

51

90

.00

45

10

.00

48

50

.00

06

11

1,9

15

41

04

.19

0.5

13

.68

.37

.21

.10

.00

51

10

.00

44

30

.00

47

70

.00

06

01

2,0

73

51

05

.19

1.7

13

.48

.47

.31

.10

.00

51

50

.00

45

00

.00

48

20

.00

06

01

2,1

03

10

4.2

90

.81

3.4

8.3

7.2

1.1

0.0

05

12

0.0

04

46

0.0

04

79

0.0

00

60

12

,06

0

0.6

0.5

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

04

0.0

00

04

0.0

00

01

83

11

22

.11

06

.11

6.0

9.7

8.4

1.3

0.0

05

90

0.0

05

30

0.0

05

60

0.0

00

70

12

,06

6

21

23

.81

07

.61

6.2

9.9

8.6

1.3

0.0

05

97

0.0

05

35

0.0

05

66

0.0

00

71

12

,10

2

31

22

.31

06

.11

6.2

9.7

8.5

1.3

0.0

05

91

0.0

05

28

0.0

05

60

0.0

00

70

12

,07

6

41

25

.11

09

.11

6.0

10

.08

.71

.30

.00

60

70

.00

54

40

.00

57

50

.00

07

21

2,0

69

51

23

.71

07

.51

6.2

9.8

8.6

1.3

0.0

06

04

0.0

05

39

0.0

05

71

0.0

00

71

11

,98

4

12

3.4

10

7.3

16

.19

.88

.51

.30

.00

59

80

.00

53

50

.00

56

60

.00

07

11

2,0

59

1.2

1.2

0.1

0.1

0.1

0.0

0.0

00

08

0.0

00

06

0.0

00

07

0.0

00

01

44

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

10

4.0

10

.0

CO

LU

MN

AV

ER

AG

E

Se

qu

en

ce

84

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

94

.08

.0

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

74

.04

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

64

.02

.0

CO

LU

MN

AV

ER

AG

E

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

6.6

19

.67

.02

.11

.60

.60

.00

07

50

.00

05

60

.00

06

50

.00

00

81

9,0

86

22

6.7

19

.77

.02

.11

.60

.60

.00

06

80

.00

05

40

.00

06

10

.00

00

82

0,6

27

32

6.7

19

.67

.12

.11

.60

.60

.00

07

40

.00

05

60

.00

06

50

.00

00

81

9,0

86

42

8.0

21

.36

.72

.21

.70

.50

.00

08

10

.00

06

20

.00

07

10

.00

00

91

8,9

78

52

6.5

19

.66

.92

.11

.60

.60

.00

06

90

.00

05

40

.00

06

10

.00

00

82

0,2

98

26

.91

9.9

7.0

2.1

1.6

0.6

0.0

00

73

0.0

00

56

0.0

00

65

0.0

00

08

19

,61

5

0.6

0.7

0.1

0.1

0.1

0.0

0.0

00

05

0.0

00

03

0.0

00

04

0.0

00

01

78

4

16

2.1

52

.49

.64

.94

.20

.80

.00

30

40

.00

25

20

.00

27

80

.00

03

51

2,0

21

26

1.3

51

.89

.54

.94

.10

.80

.00

29

80

.00

24

80

.00

27

30

.00

03

41

2,0

77

36

1.3

51

.99

.44

.94

.10

.70

.00

30

80

.00

25

50

.00

28

20

.00

03

51

1,7

39

45

9.5

50

.19

.44

.74

.00

.80

.00

28

70

.00

23

70

.00

26

20

.00

03

31

2,1

80

56

1.4

52

.19

.34

.94

.10

.70

.00

30

40

.00

25

30

.00

27

80

.00

03

51

1,9

25

61

.15

1.7

9.4

4.9

4.1

0.8

0.0

03

00

0.0

02

49

0.0

02

75

0.0

00

34

11

,98

9

1.0

0.9

0.1

0.1

0.1

0.0

0.0

00

08

0.0

00

07

0.0

00

08

0.0

00

01

16

7

18

4.6

72

.81

1.8

6.7

5.8

0.9

0.0

04

24

0.0

03

58

0.0

03

91

0.0

00

49

11

,85

1

28

3.7

72

.01

1.7

6.7

5.7

0.9

0.0

04

22

0.0

03

54

0.0

03

88

0.0

00

49

11

,81

3

38

4.1

72

.41

1.7

6.7

5.8

0.9

0.0

04

21

0.0

03

55

0.0

03

88

0.0

00

48

11

,88

0

48

3.8

72

.11

1.8

6.7

5.7

0.9

0.0

04

25

0.0

03

59

0.0

03

92

0.0

00

49

11

,71

0

58

4.9

73

.31

1.6

6.8

5.8

0.9

0.0

04

19

0.0

03

55

0.0

03

87

0.0

00

48

12

,06

7

84

.27

2.5

11

.76

.75

.80

.90

.00

42

20

.00

35

60

.00

38

90

.00

04

91

1,8

64

0.5

0.5

0.1

0.0

0.0

0.0

0.0

00

02

0.0

00

02

0.0

00

02

0.0

00

00

13

0

11

05

.09

0.8

14

.28

.47

.21

.10

.00

47

10

.00

39

80

.00

43

50

.00

05

41

3,3

09

21

07

.19

3.2

13

.98

.57

.41

.10

.00

48

20

.00

40

90

.00

44

50

.00

05

61

3,3

28

31

06

.39

2.2

14

.18

.57

.31

.10

.00

47

60

.00

40

40

.00

44

00

.00

05

51

3,3

39

41

06

.69

2.4

14

.28

.57

.41

.10

.00

48

00

.00

40

60

.00

44

30

.00

05

51

3,2

83

51

06

.49

2.3

14

.18

.57

.31

.10

.00

48

00

.00

40

90

.00

44

40

.00

05

61

3,2

26

10

6.3

92

.21

4.1

8.5

7.3

1.1

0.0

04

78

0.0

04

05

0.0

04

41

0.0

00

55

13

,29

7

0.8

0.9

0.1

0.1

0.1

0.0

0.0

00

04

0.0

00

05

0.0

00

04

0.0

00

01

45

11

23

.91

07

.31

6.6

9.9

8.5

1.3

0.0

05

62

0.0

05

04

0.0

05

33

0.0

00

67

12

,82

3

21

24

.31

07

.71

6.6

9.9

8.6

1.3

0.0

05

62

0.0

04

99

0.0

05

30

0.0

00

66

12

,93

4

31

24

.31

07

.71

6.6

9.9

8.6

1.3

0.0

05

63

0.0

05

05

0.0

05

34

0.0

00

67

12

,84

9

41

24

.31

07

.71

6.6

9.9

8.6

1.3

0.0

05

57

0.0

04

95

0.0

05

26

0.0

00

66

13

,04

3

51

24

.71

08

.11

6.6

9.9

8.6

1.3

0.0

05

61

0.0

05

00

0.0

05

31

0.0

00

66

12

,96

8

12

4.3

10

7.7

16

.69

.98

.61

.30

.00

56

10

.00

50

10

.00

53

10

.00

06

61

2,9

23

0.3

0.3

0.0

0.0

0.0

0.0

0.0

00

02

0.0

00

04

0.0

00

03

0.0

00

00

90

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

15

2.0

10

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

14

2.0

8.0

Se

qu

en

ce

12

2.0

4.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

13

2.0

6.0

Se

qu

en

ce

11

2.0

2.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788




JP NO.: 15023(04), 15023(08), 15023(07)





Sample Location: 750 ft N., 580 ft E. of the SW Corner, Sec 24, T 5 N, R 21 W:





Sample I.D.

Chamber

Pressure

(psi)

Axial

Stress

(psi)

Moisture

Content

(%)

Dry

Density

(pcf)

Resilient

Strain

(in/in)

Resilient

Modulus

(psi)

Standard

Deviation

for MR

1mR-2

6.0 1.6 11.5 121.3 0.00002 79467 5275

4.0 0.00031 12672 135

5.6 0.00054 10377 88

7.2 0.00077 9369 676

9.1 0.00098 9193 91

4.0 1.7 0.00004 41587 2792

4.0 0.00032 12432 165

5.7 0.00054 10614 62

7.3 0.00072 10099 79

9.1 0.00091 10007 24

2.0 1.6 0.00003 49413 4323

4.0 0.00032 12589 171

5.7 0.00051 11248 158

7.3 0.00067 11001 137

9.0 0.00077 11755 112


S State Project No.: STPY-028B(134),

STPY-128B(009), STPY-128B(008)




Corner, Sec 24, T 5 N, R 21 W



Enterprise Series RM=a(Sd)b

Values for Sd are:

S3=6.0 psi: 1.6, 4.0, 5.6, 7.2, 9.1 psi

S3=4.0 psi: 1.7, 4.0, 5.7, 7.3, 9.1 psi


S3 6.0 psi 4.0 psi 2.0 psi

R2 0.8915 0.8813 0.8347

a 114011 55592 60557

b -1.2847 -0.8710 -0.8741


SHRP P46

BURGESS EGIEERIG AD

TESTIG, IC.

RESILENT MODULUS TESTING-SHRP P46Enterprise Series @ MAX. DEN. & 2% OVER MC.

1000

10000

100000

1 10



S3=6.0 psi S3=4.0 psi S3= 2.0 psi



Date:

Project:

N/A

, JP:

N/A

Client:



Re

sili

en

t M

od

ulu

s T

es

t

Attn: Mr. Jam


SH

RP

P-4

6


Clie

nt

ID:

00

11

3


Clie

nt

Pro

jec

t:S

.H.

6 i

n G

ree

r C

ou

nty

Lo

t N

um

be

r:1

mR

Sample Inform

ation

Sa

mp

le I

D:

1m

R-2

Sa

mp

le D

iam

ete

r, i

n:

4S

am

ple

M.C

., %

:1

1.5

Sa

mp

le T

yp

e:

Sa

mp

le H

eig

ht,

in

:8

Sa

mp

le D

ry D

en

., p

cf:

12

1.3

Te

st

Da

te:

02

/05

/01

De

sir

ed

M.C

., %

:1

1.5

Fa

iled

in

Sh

ea

r?:

Re

ma

rks

:E

nte

rpri

se

Se

rie

sD

ry D

en

., p

cf:

12

1.5

Tri

ax

ial

Sh

ea

r S

tre

ng

th,

ps

i:

CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

DE

SIG

NA

TIO

NS

3S

cy

clic

cl

Pm

ax

Pc

yc

licP

co

nta

ct

Sm

ax

Sc

yc

licS

co

nta

ct

H1

H2

Ha

vg

Er

Mr

UN

ITp

si

ps

i--

-lb

slb

slb

sp

si

ps

ip

si

inc

he

sin

ch

es

inc

he

sin

/in

ps

i

PR

EC

ISIO

N--

---

--

---

---

---

---

---

---

---

---

---

---

---

12

3.2

20

.23

.01

.81

.60

.20

.00

01

10

.00

02

50

.00

01

80

.00

00

27

2,6

65

22

3.0

19

.93

.11

.81

.60

.20

.00

01

10

.00

02

10

.00

01

60

.00

00

27

7,5

11

32

3.3

20

.33

.01

.91

.60

.20

.00

01

00

.00

02

30

.00

01

60

.00

00

27

9,3

30

42

3.5

20

.53

.01

.91

.60

.20

.00

01

00

.00

02

20

.00

01

60

.00

00

28

0,6

25

52

2.9

19

.93

.01

.81

.60

.20

.00

00

90

.00

02

00

.00

01

50

.00

00

28

7,2

02

23

.22

0.2

3.0

1.8

1.6

0.2

0.0

00

10

0.0

00

22

0.0

00

16

0.0

00

02

79

,46

7

0.3

0.3

0.0

0.0

0.0

0.0

0.0

00

01

0.0

00

02

0.0

00

01

0.0

00

00

5,2

75

Cy

cle

No

.

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Lo

ad

Ac

tua

l

Ap

plie

d

Cy

clic

Lo

ad

Ac

tua

l

Ap

plie

d

Co

nta

ct

Lo

ad

2/1

9/0

1

PA

RA

ME

TE

R

Ch

am

be

r

Co

nfi

nin

g

Pre

ss

ure

No

min

al

Ma

xim

um

Ax

ial

Str

es

s

Re

co

v.

De

f. L

VD

T

#2

Re

ad

ing

Av

era

ge

Re

co

v.

De

f. L

VD

T

1 a

nd

2

Re

sili

en

t

Str

ain

Re

sili

en

t

Mo

du

lus

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Str

es

s

Ac

tua

l

Ap

plie

d

Cy

clic

Str

es

s

Ac

tua

l

Ap

plie

d

Co

nta

ct

Str

es

s

Re

co

v.

De

f. L

VD

T

#1

Re

ad

ing

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

16

.02

.0

CO

LU

MN

AV

ER

AG

E

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

15

5.8

50

.15

.74

.44

.00

.40

.00

22

70

.00

27

10

.00

24

90

.00

03

11

2,8

17

25

5.6

50

.25

.54

.44

.00

.40

.00

23

00

.00

27

10

.00

25

00

.00

03

11

2,7

65

35

5.9

50

.35

.64

.54

.00

.40

.00

23

30

.00

27

40

.00

25

40

.00

03

21

2,6

26

45

5.4

49

.75

.84

.44

.00

.50

.00

22

80

.00

27

10

.00

25

00

.00

03

11

2,6

84

55

5.8

50

.15

.74

.44

.00

.40

.00

23

50

.00

27

70

.00

25

60

.00

03

21

2,4

70

55

.75

0.1

5.6

4.4

4.0

0.4

0.0

02

30

0.0

02

73

0.0

02

52

0.0

00

31

12

,67

2

0.2

0.2

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

13

5

17

7.3

69

.77

.76

.15

.50

.60

.00

40

70

.00

46

10

.00

43

40

.00

05

41

0,2

31

27

7.7

69

.87

.86

.25

.60

.60

.00

40

10

.00

45

50

.00

42

80

.00

05

41

0,3

88

37

7.6

69

.97

.76

.25

.60

.60

.00

40

10

.00

45

50

.00

42

80

.00

05

31

0,4

02

47

8.0

70

.37

.76

.25

.60

.60

.00

40

10

.00

45

30

.00

42

70

.00

05

31

0,4

72

57

8.0

70

.37

.66

.25

.60

.60

.00

40

30

.00

46

00

.00

43

10

.00

05

41

0,3

91

77

.77

0.0

7.7

6.2

5.6

0.6

0.0

04

02

0.0

04

57

0.0

04

30

0.0

00

54

10

,37

7

0.3

0.3

0.1

0.0

0.0

0.0

0.0

00

02

0.0

00

03

0.0

00

03

0.0

00

00

88

11

00

.69

0.5

10

.18

.07

.20

.80

.00

58

50

.00

65

00

.00

61

70

.00

07

79

,33

8

29

9.9

89

.81

0.1

7.9

7.2

0.8

0.0

05

84

0.0

06

47

0.0

06

15

0.0

00

77

9,2

95

31

00

.79

0.6

10

.28

.07

.20

.80

.00

57

90

.00

64

30

.00

61

10

.00

07

69

,44

2

41

00

.39

0.4

9.9

8.0

7.2

0.8

0.0

05

85

0.0

06

48

0.0

06

17

0.0

00

77

9,3

33

51

00

.79

0.6

10

.28

.07

.20

.80

.00

57

90

.00

64

30

.00

61

10

.00

07

69

,43

8

10

0.4

90

.41

0.1

8.0

7.2

0.8

0.0

05

82

0.0

06

46

0.0

06

14

0.0

00

77

9,3

69

0.4

0.3

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

67

11

25

.61

14

.01

1.6

10

.09

.10

.90

.00

75

40

.00

84

80

.00

80

10

.00

10

09

,06

9

21

25

.41

13

.81

1.6

10

.09

.10

.90

.00

74

60

.00

84

10

.00

79

40

.00

09

99

,13

7

31

25

.01

13

.01

1.9

9.9

9.0

0.9

0.0

07

34

0.0

08

27

0.0

07

81

0.0

00

98

9,2

24

41

25

.81

14

.01

1.8

10

.09

.10

.90

.00

73

30

.00

82

80

.00

78

00

.00

09

89

,30

6

51

25

.31

13

.41

1.9

10

.09

.00

.90

.00

73

60

.00

82

90

.00

78

30

.00

09

89

,23

0

12

5.4

11

3.7

11

.81

0.0

9.1

0.9

0.0

07

40

0.0

08

35

0.0

07

88

0.0

00

98

9,1

93

0.3

0.4

0.2

0.0

0.0

0.0

0.0

00

09

0.0

00

09

0.0

00

09

0.0

00

01

91

Se

qu

en

ce

26

.04

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

46

.08

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

36

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

56

.01

0.0

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

3.7

21

.52

.21

.91

.70

.20

.00

02

90

.00

04

20

.00

03

60

.00

00

43

8,4

68

22

3.2

21

.22

.01

.81

.70

.20

.00

02

20

.00

03

60

.00

02

90

.00

00

44

5,9

65

32

3.2

21

.12

.11

.81

.70

.20

.00

02

60

.00

03

80

.00

03

20

.00

00

44

2,1

22

42

3.3

21

.12

.21

.91

.70

.20

.00

02

70

.00

04

00

.00

03

30

.00

00

44

0,2

51

52

3.2

21

.02

.21

.81

.70

.20

.00

02

60

.00

03

90

.00

03

20

.00

00

44

1,1

30

23

.32

1.2

2.1

1.9

1.7

0.2

0.0

00

26

0.0

00

39

0.0

00

33

0.0

00

04

41

,58

7

0.2

0.2

0.1

0.0

0.0

0.0

0.0

00

02

0.0

00

02

0.0

00

02

0.0

00

00

2,7

92

15

6.8

49

.77

.14

.54

.00

.60

.00

23

50

.00

28

10

.00

25

80

.00

03

21

2,2

90

25

7.9

50

.97

.04

.64

.00

.60

.00

23

50

.00

27

90

.00

25

70

.00

03

21

2,6

11

35

7.6

50

.37

.34

.64

.00

.60

.00

23

60

.00

27

90

.00

25

70

.00

03

21

2,4

40

45

7.5

50

.27

.34

.64

.00

.60

.00

24

10

.00

28

10

.00

26

10

.00

03

31

2,2

41

55

6.8

49

.77

.14

.54

.00

.60

.00

23

00

.00

27

30

.00

25

20

.00

03

11

2,5

76

57

.35

0.1

7.2

4.6

4.0

0.6

0.0

02

35

0.0

02

78

0.0

02

57

0.0

00

32

12

,43

2

0.5

0.5

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

03

0.0

00

03

0.0

00

00

16

5

18

0.1

71

.78

.46

.45

.70

.70

.00

40

10

.00

45

60

.00

42

90

.00

05

41

0,6

46

28

0.4

72

.28

.36

.45

.70

.70

.00

40

50

.00

46

70

.00

43

60

.00

05

41

0,5

44

37

9.7

71

.38

.46

.35

.70

.70

.00

40

10

.00

46

00

.00

43

00

.00

05

41

0,5

50

48

0.0

71

.68

.46

.45

.70

.70

.00

39

70

.00

45

60

.00

42

70

.00

05

31

0,6

81

57

9.8

71

.58

.36

.45

.70

.70

.00

39

90

.00

45

60

.00

42

80

.00

05

31

0,6

49

80

.07

1.6

8.4

6.4

5.7

0.7

0.0

04

01

0.0

04

59

0.0

04

30

0.0

00

54

10

,61

4

0.3

0.3

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

04

0.0

00

04

0.0

00

00

62

11

02

.59

1.9

10

.68

.27

.30

.80

.00

55

00

.00

62

30

.00

58

60

.00

07

39

,98

0

21

02

.29

1.4

10

.98

.17

.30

.90

.00

53

80

.00

61

40

.00

57

60

.00

07

21

0,1

09

31

02

.29

1.6

10

.68

.17

.30

.80

.00

53

80

.00

61

30

.00

57

50

.00

07

21

0,1

37

41

02

.79

1.9

10

.88

.27

.30

.90

.00

54

40

.00

61

80

.00

58

10

.00

07

31

0,0

77

51

02

.59

1.9

10

.78

.27

.30

.80

.00

53

70

.00

61

10

.00

57

40

.00

07

21

0,1

93

10

2.5

91

.71

0.7

8.2

7.3

0.8

0.0

05

41

0.0

06

16

0.0

05

79

0.0

00

72

10

,09

9

0.2

0.2

0.1

0.0

0.0

0.0

0.0

00

06

0.0

00

05

0.0

00

05

0.0

00

01

79

11

26

.61

13

.81

2.8

10

.19

.11

.00

.00

67

60

.00

77

10

.00

72

40

.00

09

01

0,0

11

21

26

.61

13

.51

3.1

10

.19

.01

.00

.00

67

40

.00

77

40

.00

72

40

.00

09

19

,98

3

31

26

.91

13

.91

3.0

10

.19

.11

.00

.00

67

50

.00

77

30

.00

72

40

.00

09

01

0,0

28

41

26

.91

13

.91

3.0

10

.19

.11

.00

.00

67

40

.00

77

20

.00

72

30

.00

09

01

0,0

32

51

26

.71

13

.81

2.8

10

.19

.11

.00

.00

67

70

.00

77

60

.00

72

60

.00

09

19

,98

1

12

6.7

11

3.8

12

.91

0.1

9.1

1.0

0.0

06

75

0.0

07

73

0.0

07

24

0.0

00

91

10

,00

7

0.2

0.2

0.1

0.0

0.0

0.0

0.0

00

01

0.0

00

02

0.0

00

01

0.0

00

00

24

Se

qu

en

ce

64

.02

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

84

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

74

.04

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

10

4.0

10

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

94

.08

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

4.5

20

.54

.01

.91

.60

.30

.00

02

40

.00

03

60

.00

03

00

.00

00

44

3,5

27

22

3.8

19

.74

.11

.91

.60

.30

.00

01

80

.00

03

00

.00

02

40

.00

00

35

2,6

05

32

3.5

19

.63

.91

.91

.60

.30

.00

01

70

.00

02

90

.00

02

30

.00

00

35

4,4

75

42

4.0

20

.14

.01

.91

.60

.30

.00

02

00

.00

03

20

.00

02

60

.00

00

34

9,0

98

52

3.9

20

.03

.91

.91

.60

.30

.00

02

10

.00

03

20

.00

02

70

.00

00

34

7,3

62

23

.92

0.0

4.0

1.9

1.6

0.3

0.0

00

20

0.0

00

32

0.0

00

26

0.0

00

03

49

,41

3

0.3

0.3

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

4,3

23

15

6.5

50

.26

.34

.54

.00

.50

.00

23

80

.00

28

20

.00

26

00

.00

03

21

2,3

17

25

6.2

49

.86

.34

.54

.00

.50

.00

22

70

.00

27

00

.00

24

90

.00

03

11

2,7

72

35

6.2

49

.96

.34

.54

.00

.50

.00

23

00

.00

27

60

.00

25

30

.00

03

21

2,5

65

45

6.9

50

.66

.34

.54

.00

.50

.00

23

10

.00

27

70

.00

25

40

.00

03

21

2,6

73

55

5.9

49

.56

.44

.53

.90

.50

.00

22

70

.00

27

20

.00

25

00

.00

03

11

2,6

20

56

.35

0.0

6.3

4.5

4.0

0.5

0.0

02

30

0.0

02

76

0.0

02

53

0.0

00

32

12

,58

9

0.4

0.4

0.0

0.0

0.0

0.0

0.0

00

04

0.0

00

04

0.0

00

04

0.0

00

01

17

1

17

9.2

71

.47

.86

.35

.70

.60

.00

37

40

.00

43

20

.00

40

30

.00

05

01

1,2

77

28

0.1

72

.47

.86

.45

.80

.60

.00

38

80

.00

44

90

.00

41

80

.00

05

21

1,0

16

37

9.2

71

.47

.86

.35

.70

.60

.00

36

70

.00

42

70

.00

39

70

.00

05

01

1,4

57

47

9.3

71

.28

.06

.35

.70

.60

.00

37

40

.00

43

40

.00

40

40

.00

05

11

1,2

22

57

9.8

71

.88

.06

.45

.70

.60

.00

37

60

.00

43

50

.00

40

60

.00

05

11

1,2

68

79

.57

1.6

7.9

6.3

5.7

0.6

0.0

03

76

0.0

04

35

0.0

04

06

0.0

00

51

11

,24

8

0.4

0.5

0.1

0.0

0.0

0.0

0.0

00

08

0.0

00

08

0.0

00

08

0.0

00

01

15

8

11

03

.99

3.0

10

.98

.37

.40

.90

.00

50

90

.00

57

80

.00

54

40

.00

06

81

0,8

98

21

02

.79

1.9

10

.88

.27

.30

.90

.00

49

00

.00

56

10

.00

52

60

.00

06

61

1,1

32

31

02

.49

1.6

10

.88

.27

.30

.90

.00

50

30

.00

57

30

.00

53

80

.00

06

71

0,8

46

41

02

.99

2.0

10

.98

.27

.30

.90

.00

49

10

.00

56

00

.00

52

50

.00

06

61

1,1

52

51

03

.69

2.8

10

.88

.37

.40

.90

.00

50

20

.00

57

50

.00

53

80

.00

06

71

0,9

76

10

3.1

92

.31

0.8

8.2

7.3

0.9

0.0

04

99

0.0

05

69

0.0

05

34

0.0

00

67

11

,00

1

0.6

0.6

0.0

0.1

0.0

0.0

0.0

00

08

0.0

00

08

0.0

00

08

0.0

00

01

13

7

11

27

.31

13

.61

3.7

10

.19

.11

.10

.00

57

80

.00

65

80

.00

61

80

.00

07

71

1,7

07

21

26

.61

12

.81

3.8

10

.19

.01

.10

.00

57

80

.00

66

00

.00

61

90

.00

07

71

1,6

04

31

26

.71

13

.21

3.5

10

.19

.01

.10

.00

56

60

.00

64

50

.00

60

50

.00

07

61

1,9

03

41

26

.71

13

.11

3.6

10

.19

.01

.10

.00

57

00

.00

64

90

.00

61

00

.00

07

61

1,8

09

51

27

.11

13

.41

3.7

10

.19

.01

.10

.00

57

40

.00

65

50

.00

61

50

.00

07

71

1,7

52

12

6.9

11

3.2

13

.71

0.1

9.0

1.1

0.0

05

73

0.0

06

54

0.0

06

13

0.0

00

77

11

,75

5

0.3

0.3

0.1

0.0

0.0

0.0

0.0

00

05

0.0

00

06

0.0

00

06

0.0

00

01

11

2

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

12

2.0

4.0

Se

qu

en

ce

11

2.0

2.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

14

2.0

8.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

13

2.0

6.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

15

2.0

10

.0

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788




JP NO.: 15023(04), 15023(08), 15023(07)










Sample I.D.

Chamber

Pressure

(psi)

Axial

Stress

(psi)

Moisture

Content

(%)

Dry

Density

(pcf)

Resilient

Strain

(in/in)

Resilient

Modulus

(psi)

Standard

Deviation

for MR

2mR-1

6.0 1.7 16.5 92.1 0.00001 141282 8172

4.4 0.00024 18366 308

6.0 0.00039 15512 227

7.2 0.00049 14889 235

8.9 0.00073 12267 281

4.0 1.8 0.00002 114784 8607

4.4 0.00022 19917 630

6.1 0.00037 16353 214

7.3 0.00047 15638 112

9.0 0.00071 12742 361

2.0 1.5 0.00002 116561 42961

4.1 0.00014 29656 3501

5.4 0.00024 23067 2032

7.2 0.00031 23174 1479

9.1 0.00033 27692 479



STPY-128B(009), STPY-128B(008)



Sampling Location: 2980 ft N., 790 ft W. of the SE

Corner of Sec 14, T 5 N, R 21 W



Hollister Series RM=a(Sd)b

Values for Sd are:

S3=6.0 psi: 1.7, 4.4, 6.0, 7.2, 8.9 psi

S3=4.0 psi: 1.8, 4.4, 6.1, 7.3, 9.0 psi


S3 6.0 psi 4.0 psi 2.0 psi

R2 0.9276 0.9354 0.8246

a 258549 217777 136267

b -1.5024 -1.3759 -0.8877


SHRP P46

BURGESS EGIEERIG AD

TESTIG, IC.

RESILENT MODULUS TESTING-SHRP P46Hollister Series @ 95% DRY DEN. & OPT. MOIST.

1000

10000

100000

1000000

1 10



S3=6.0 psi S3=4.0 psi S3= 2.0 psi



Date:

Project:

N/A

, JP:

N/A

Client:



Re

sili

en

t M

od

ulu

s T

es

t

Attn: Mr. Jam


SH

RP

P-4

6


Clie

nt

ID:

00

11

3


Clie

nt

Pro

jec

t:S

.H.

6 i

n G

ree

r C

ou

nty

Lo

t N

um

be

r:2

mR

Sample Inform

ation

Sa

mp

le I

D:

2m

R-1

Sa

mp

le D

iam

ete

r, i

n:

4S

am

ple

M.C

., %

:1

6.5

Sa

mp

le T

yp

e:

Sa

mp

le H

eig

ht,

in

:8

Sa

mp

le D

ry D

en

., p

cf:

92

.1

Te

st

Da

te:

02

/05

/01

De

sir

ed

M.C

., %

:1

6.6

Fa

iled

in

Sh

ea

r?:

Re

ma

rks

:H

olli

ste

r S

eri

es

Dry

De

n.,

pc

f:9

2.9

Tri

ax

ial

Sh

ea

r S

tre

ng

th,

ps

i:

CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

DE

SIG

NA

TIO

NS

3S

cy

clic

cl

Pm

ax

Pc

yc

licP

co

nta

ct

Sm

ax

Sc

yc

licS

co

nta

ct

H1

H2

Ha

vg

Er

Mr

UN

ITp

si

ps

i--

-lb

slb

slb

sp

si

ps

ip

si

inc

he

sin

ch

es

inc

he

sin

/in

ps

i

PR

EC

ISIO

N--

---

--

---

---

---

---

---

---

---

---

---

---

---

12

4.8

21

.53

.32

.01

.70

.30

.00

00

30

.00

01

70

.00

01

00

.00

00

11

34

,93

4

22

4.0

20

.83

.21

.91

.70

.30

.00

00

40

.00

01

50

.00

00

90

.00

00

11

39

,57

9

32

5.2

22

.03

.22

.01

.80

.30

.00

00

30

.00

01

50

.00

00

90

.00

00

11

54

,69

7

42

4.4

21

.23

.11

.91

.70

.20

.00

00

40

.00

01

50

.00

00

90

.00

00

11

42

,44

7

52

5.0

21

.63

.42

.01

.70

.30

.00

00

50

.00

01

60

.00

01

00

.00

00

11

34

,75

3

24

.72

1.4

3.3

2.0

1.7

0.3

0.0

00

03

0.0

00

16

0.0

00

10

0.0

00

01

14

1,2

82

0.5

0.4

0.1

0.0

0.0

0.0

0.0

00

01

0.0

00

01

0.0

00

00

0.0

00

00

8,1

72

Cy

cle

No

.

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Lo

ad

Ac

tua

l

Ap

plie

d

Cy

clic

Lo

ad

Ac

tua

l

Ap

plie

d

Co

nta

ct

Lo

ad

2/1

9/0

1

PA

RA

ME

TE

R

Ch

am

be

r

Co

nfi

nin

g

Pre

ss

ure

No

min

al

Ma

xim

um

Ax

ial

Str

es

s

Re

co

v.

De

f. L

VD

T

#2

Re

ad

ing

Av

era

ge

Re

co

v.

De

f. L

VD

T

1 a

nd

2

Re

sili

en

t

Str

ain

Re

sili

en

t

Mo

du

lus

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Str

es

s

Ac

tua

l

Ap

plie

d

Cy

clic

Str

es

s

Ac

tua

l

Ap

plie

d

Co

nta

ct

Str

es

s

Re

co

v.

De

f. L

VD

T

#1

Re

ad

ing

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

16

.02

.0

CO

LU

MN

AV

ER

AG

E

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

16

1.0

55

.15

.94

.94

.40

.50

.00

16

50

.00

21

80

.00

19

20

.00

02

41

8,3

24

26

1.3

55

.26

.14

.94

.40

.50

.00

16

10

.00

21

10

.00

18

60

.00

02

31

8,9

04

36

1.2

55

.45

.84

.94

.40

.50

.00

16

70

.00

21

90

.00

19

30

.00

02

41

8,2

54

46

1.7

55

.85

.94

.94

.40

.50

.00

17

00

.00

22

00

.00

19

50

.00

02

41

8,2

04

56

0.7

54

.85

.84

.84

.40

.50

.00

16

60

.00

21

90

.00

19

20

.00

02

41

8,1

43

61

.25

5.3

5.9

4.9

4.4

0.5

0.0

01

66

0.0

02

18

0.0

01

92

0.0

00

24

18

,36

6

0.4

0.4

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

04

0.0

00

03

0.0

00

00

30

8

18

3.0

75

.67

.46

.66

.00

.60

.00

27

10

.00

34

30

.00

30

70

.00

03

81

5,6

68

28

3.8

76

.47

.46

.76

.10

.60

.00

27

10

.00

34

50

.00

30

80

.00

03

81

5,8

12

38

3.3

75

.87

.56

.66

.00

.60

.00

27

70

.00

34

70

.00

31

20

.00

03

91

5,4

80

48

3.6

76

.07

.66

.76

.00

.60

.00

27

80

.00

35

50

.00

31

70

.00

04

01

5,3

00

58

2.6

74

.97

.66

.66

.00

.60

.00

27

70

.00

34

70

.00

31

20

.00

03

91

5,3

00

83

.37

5.8

7.5

6.6

6.0

0.6

0.0

02

75

0.0

03

47

0.0

03

11

0.0

00

39

15

,51

2

0.5

0.6

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

05

0.0

00

04

0.0

00

00

22

7

11

00

.99

0.9

10

.08

.07

.20

.80

.00

34

30

.00

42

60

.00

38

40

.00

04

81

5,0

65

21

00

.79

0.8

10

.08

.07

.20

.80

.00

34

50

.00

42

80

.00

38

70

.00

04

81

4,9

56

31

01

.59

1.3

10

.18

.17

.30

.80

.00

34

90

.00

43

40

.00

39

10

.00

04

91

4,8

58

49

9.9

89

.51

0.3

7.9

7.1

0.8

0.0

03

56

0.0

04

31

0.0

03

93

0.0

00

49

14

,49

8

51

02

.59

2.4

10

.18

.27

.40

.80

.00

34

70

.00

43

40

.00

39

10

.00

04

91

5,0

67

10

1.1

91

.01

0.1

8.0

7.2

0.8

0.0

03

48

0.0

04

31

0.0

03

89

0.0

00

49

14

,88

9

1.0

1.0

0.1

0.1

0.1

0.0

0.0

00

05

0.0

00

04

0.0

00

04

0.0

00

00

23

5

11

23

.51

10

.61

2.9

9.8

8.8

1.0

0.0

05

18

0.0

06

20

0.0

05

69

0.0

00

71

12

,37

9

21

25

.11

12

.41

2.7

10

.08

.91

.00

.00

52

40

.00

62

70

.00

57

50

.00

07

21

2,4

38

31

24

.31

11

.61

2.7

9.9

8.9

1.0

0.0

05

40

0.0

06

42

0.0

05

91

0.0

00

74

12

,02

9

41

26

.11

13

.31

2.8

10

.09

.01

.00

.00

52

20

.00

62

60

.00

57

40

.00

07

21

2,5

72

51

25

.41

12

.71

2.7

10

.09

.01

.00

.00

55

00

.00

65

50

.00

60

20

.00

07

51

1,9

15

12

4.9

11

2.1

12

.89

.98

.91

.00

.00

53

10

.00

63

40

.00

58

20

.00

07

31

2,2

67

1.0

1.1

0.1

0.1

0.1

0.0

0.0

00

13

0.0

00

14

0.0

00

14

0.0

00

02

28

1

Se

qu

en

ce

26

.04

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

46

.08

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

36

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

56

.01

0.0

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

7.8

24

.23

.52

.21

.90

.30

.00

00

80

.00

02

30

.00

01

50

.00

00

21

00

,51

6

22

5.4

22

.03

.42

.01

.80

.30

.00

00

40

.00

02

00

.00

01

20

.00

00

11

18

,36

8

32

6.0

22

.53

.42

.11

.80

.30

.00

00

50

.00

01

90

.00

01

20

.00

00

21

15

,98

2

42

6.8

23

.43

.42

.11

.90

.30

.00

00

50

.00

02

00

.00

01

20

.00

00

21

23

,61

9

52

6.8

23

.43

.42

.11

.90

.30

.00

00

50

.00

02

10

.00

01

30

.00

00

21

15

,43

7

26

.62

3.1

3.4

2.1

1.8

0.3

0.0

00

05

0.0

00

20

0.0

00

13

0.0

00

02

11

4,7

84

0.9

0.9

0.1

0.1

0.1

0.0

0.0

00

01

0.0

00

02

0.0

00

01

0.0

00

00

8,6

07

15

8.7

52

.95

.84

.74

.20

.50

.00

13

60

.00

18

60

.00

16

10

.00

02

02

0,9

46

26

2.2

56

.45

.84

.94

.50

.50

.00

15

80

.00

21

30

.00

18

60

.00

02

31

9,3

41

36

2.3

56

.26

.05

.04

.50

.50

.00

15

20

.00

20

90

.00

18

00

.00

02

31

9,8

75

46

1.5

55

.75

.84

.94

.40

.50

.00

15

50

.00

21

00

.00

18

20

.00

02

31

9,4

77

56

2.0

55

.96

.04

.94

.50

.50

.00

15

20

.00

20

50

.00

17

90

.00

02

21

9,9

47

61

.35

5.4

5.9

4.9

4.4

0.5

0.0

01

51

0.0

02

05

0.0

01

78

0.0

00

22

19

,91

7

1.5

1.4

0.1

0.1

0.1

0.0

0.0

00

09

0.0

00

11

0.0

00

10

0.0

00

01

63

0

18

4.5

76

.58

.06

.76

.10

.60

.00

25

80

.00

33

00

.00

29

40

.00

03

71

6,5

69

28

4.4

76

.28

.26

.76

.10

.70

.00

26

00

.00

33

60

.00

29

80

.00

03

71

6,2

80

38

4.3

76

.38

.06

.76

.10

.60

.00

26

00

.00

33

70

.00

29

90

.00

03

71

6,2

47

48

4.3

76

.38

.06

.76

.10

.60

.00

25

60

.00

33

00

.00

29

30

.00

03

71

6,5

79

58

4.7

76

.38

.46

.76

.10

.70

.00

26

40

.00

34

10

.00

30

20

.00

03

81

6,0

90

84

.47

6.3

8.1

6.7

6.1

0.6

0.0

02

60

0.0

03

35

0.0

02

97

0.0

00

37

16

,35

3

0.2

0.1

0.2

0.0

0.0

0.0

0.0

00

03

0.0

00

05

0.0

00

04

0.0

00

00

21

4

11

02

.79

2.4

10

.38

.27

.40

.80

.00

32

90

.00

42

20

.00

37

50

.00

04

71

5,6

89

21

01

.49

1.1

10

.38

.17

.30

.80

.00

33

00

.00

41

50

.00

37

20

.00

04

71

5,5

86

31

02

.49

2.3

10

.18

.27

.40

.80

.00

32

80

.00

41

60

.00

37

20

.00

04

71

5,8

08

41

01

.49

0.9

10

.48

.17

.20

.80

.00

33

00

.00

41

60

.00

37

30

.00

04

71

5,5

25

51

03

.29

2.9

10

.38

.27

.40

.80

.00

33

40

.00

42

50

.00

38

00

.00

04

71

5,5

83

10

2.2

91

.91

0.3

8.1

7.3

0.8

0.0

03

30

0.0

04

19

0.0

03

74

0.0

00

47

15

,63

8

0.8

0.9

0.1

0.1

0.1

0.0

0.0

00

02

0.0

00

04

0.0

00

03

0.0

00

00

11

2

11

27

.21

14

.11

3.1

10

.19

.11

.00

.00

49

30

.00

59

40

.00

54

40

.00

06

81

3,3

74

21

24

.91

12

.21

2.7

9.9

8.9

1.0

0.0

05

15

0.0

06

16

0.0

05

65

0.0

00

71

12

,63

4

31

26

.81

13

.91

2.9

10

.19

.11

.00

.00

52

70

.00

62

90

.00

57

80

.00

07

21

2,5

53

41

26

.31

13

.31

3.0

10

.19

.01

.00

.00

51

90

.00

62

00

.00

57

00

.00

07

11

2,6

65

51

26

.31

13

.41

2.9

10

.19

.01

.00

.00

52

70

.00

63

00

.00

57

80

.00

07

21

2,4

82

12

6.3

11

3.4

12

.91

0.1

9.0

1.0

0.0

05

16

0.0

06

18

0.0

05

67

0.0

00

71

12

,74

2

0.9

0.8

0.1

0.1

0.1

0.0

0.0

00

14

0.0

00

14

0.0

00

14

0.0

00

02

36

1

Se

qu

en

ce

64

.02

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

84

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

74

.04

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

10

4.0

10

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

94

.08

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

0.4

17

.33

.11

.61

.40

.20

.00

00

50

.00

01

30

.00

00

90

.00

00

11

22

,20

0

22

3.2

20

.72

.51

.81

.60

.20

.00

01

10

.00

02

30

.00

01

70

.00

00

27

5,8

55

32

0.8

17

.63

.21

.71

.40

.30

.00

00

50

.00

01

00

.00

00

80

.00

00

11

46

,69

4

42

4.1

21

.82

.31

.91

.70

.20

.00

01

30

.00

02

60

.00

02

00

.00

00

27

0,1

74

52

0.8

17

.53

.31

.71

.40

.30

.00

00

20

.00

01

10

.00

00

70

.00

00

11

67

,88

4

21

.91

9.0

2.9

1.7

1.5

0.2

0.0

00

07

0.0

00

17

0.0

00

12

0.0

00

02

11

6,5

61

1.7

2.1

0.4

0.1

0.2

0.0

0.0

00

05

0.0

00

07

0.0

00

06

0.0

00

01

42

,96

1

15

9.0

52

.76

.34

.74

.20

.50

.00

10

80

.00

13

60

.00

12

20

.00

01

52

7,4

92

25

6.0

49

.36

.74

.53

.90

.50

.00

08

60

.00

11

20

.00

09

90

.00

01

23

1,7

86

35

9.2

53

.06

.24

.74

.20

.50

.00

10

80

.00

13

90

.00

12

40

.00

01

52

7,2

54

45

3.3

47

.06

.24

.23

.70

.50

.00

07

30

.00

09

90

.00

08

60

.00

01

13

4,8

15

55

9.3

53

.06

.24

.74

.20

.50

.00

11

00

.00

14

10

.00

12

50

.00

01

62

6,9

34

57

.35

1.0

6.3

4.6

4.1

0.5

0.0

00

97

0.0

01

25

0.0

01

11

0.0

00

14

29

,65

6

2.6

2.7

0.2

0.2

0.2

0.0

0.0

00

17

0.0

00

19

0.0

00

18

0.0

00

02

3,5

01

17

8.9

70

.08

.96

.35

.60

.70

.00

19

20

.00

23

50

.00

21

30

.00

02

72

0,8

97

27

5.4

66

.49

.16

.05

.30

.70

.00

15

40

.00

19

00

.00

17

20

.00

02

12

4,5

88

37

5.7

66

.79

.16

.05

.30

.70

.00

15

90

.00

19

90

.00

17

90

.00

02

22

3,7

25

47

6.6

67

.88

.86

.15

.40

.70

.00

18

60

.00

22

60

.00

20

60

.00

02

62

0,9

35

57

6.9

67

.79

.26

.15

.40

.70

.00

15

20

.00

19

10

.00

17

10

.00

02

12

5,1

90

76

.76

7.7

9.0

6.1

5.4

0.7

0.0

01

68

0.0

02

08

0.0

01

88

0.0

00

24

23

,06

7

1.4

1.4

0.1

0.1

0.1

0.0

0.0

00

19

0.0

00

21

0.0

00

20

0.0

00

02

2,0

32

11

01

.38

9.2

12

.18

.17

.11

.00

.00

19

70

.00

25

10

.00

22

40

.00

02

82

5,3

11

21

03

.99

2.4

11

.58

.37

.40

.90

.00

24

30

.00

29

70

.00

27

00

.00

03

42

1,8

06

31

01

.28

9.2

12

.08

.07

.11

.00

.00

21

30

.00

27

00

.00

24

20

.00

03

02

3,5

14

41

03

.89

2.2

11

.68

.37

.30

.90

.00

24

30

.00

29

80

.00

27

00

.00

03

42

1,7

30

51

01

.78

9.6

12

.08

.17

.11

.00

.00

21

60

.00

27

00

.00

24

30

.00

03

02

3,5

08

10

2.4

90

.51

1.8

8.1

7.2

0.9

0.0

02

22

0.0

02

77

0.0

02

50

0.0

00

31

23

,17

4

1.4

1.6

0.3

0.1

0.1

0.0

0.0

00

20

0.0

00

20

0.0

00

20

0.0

00

02

1,4

79

11

28

.41

13

.61

4.7

10

.29

.11

.20

.00

23

00

.00

28

50

.00

25

70

.00

03

22

8,1

24

21

29

.41

14

.71

4.6

10

.39

.11

.20

.00

23

00

.00

28

70

.00

25

90

.00

03

22

8,2

19

31

29

.01

14

.21

4.8

10

.39

.11

.20

.00

23

60

.00

29

30

.00

26

40

.00

03

32

7,5

08

41

29

.71

14

.81

4.9

10

.39

.11

.20

.00

23

60

.00

29

50

.00

26

50

.00

03

32

7,5

48

51

28

.91

14

.11

4.9

10

.39

.11

.20

.00

24

00

.00

29

70

.00

26

80

.00

03

42

7,0

60

12

9.1

11

4.3

14

.81

0.3

9.1

1.2

0.0

02

34

0.0

02

91

0.0

02

63

0.0

00

33

27

,69

2

0.5

0.5

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

05

0.0

00

05

0.0

00

01

47

9

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

12

2.0

4.0

Se

qu

en

ce

11

2.0

2.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

14

2.0

8.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

13

2.0

6.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

15

2.0

10

.0

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788




JP NO.: 15023(04), 15023(08), 15023(07)










Sample I.D.

Chamber

Pressure

(psi)

Axial

Stress

(psi)

Moisture

Content

(%)

Dry

Density

(pcf)

Resilient

Strain

(in/in)

Resilient

Modulus

(psi)

Standard

Deviation

for MR

2mR-2

6.0 1.8 18.5 94.9 0.00001 125472 8037

4.2 0.00023 18217 243

5.8 0.00039 14904 118

6.9 0.00053 12991 68

8.8 0.00084 10521 34

4.0 1.7 0.00002 104551 4139

4.2 0.00024 17544 194

5.9 0.00040 14707 149

7.0 0.00052 13387 72

8.9 0.00079 11222 73

2.0 1.8 0.00001 120399 13375

4.2 0.00023 18162 235

5.8 0.00034 16930 136

7.0 0.00046 15122 90

8.9 0.00072 12413 36



STPY-128B(009), STPY-128B(008)



Sampling Location: 2980 ft N., 790 ft W. of the SE




Hollister Series RM=a(Sd)b

Values for Sd are:

S3=6.0 psi: 1.8, 4.2, 5.8, 6.9, 8.8 psi

S3=4.0 psi: 1.7, 4.2, 5.9, 7.0, 8.9 psi


S3 6.0 psi 4.0 psi 2.0 psi

R2 0.9369 0.9331 0.9052

a 260841 180681 222285

b -1.5806 -1.3679 -1.4237


SHRP P46

BURGESS EGIEERIG AD

TESTIG, IC.

RESILENT MODULUS TESTING-SHRP P46Hollister Series @ MAX. DEN. & 2% OVER MC.

1000

10000

100000

1000000

1 10



S3=6.0 psi S3=4.0 psi S3= 2.0 psi



Date:

Project:

N/A

, JP:

N/A

Client:



Re

sili

en

t M

od

ulu

s T

es

t

Attn: Mr. Jam


SH

RP

P-4

6


Clie

nt

ID:

00

11

3


Clie

nt

Pro

jec

t:S

.H.

6 i

n G

ree

r C

ou

nty

Lo

t N

um

be

r:2

mR

Sample Inform

ation

Sa

mp

le I

D:

2m

R-2

Sa

mp

le D

iam

ete

r, i

n:

4S

am

ple

M.C

., %

:1

8.5

Sa

mp

le T

yp

e:

Sa

mp

le H

eig

ht,

in

:8

Sa

mp

le D

ry D

en

., p

cf:

94

.9

Te

st

Da

te:

02

/05

/01

De

sir

ed

M.C

., %

:1

8.6

Fa

iled

in

Sh

ea

r?:

Re

ma

rks

:H

olli

ste

r S

eri

es

Dry

De

n.,

pc

f:9

5.4

Tri

ax

ial

Sh

ea

r S

tre

ng

th,

ps

i:

CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

DE

SIG

NA

TIO

NS

3S

cy

clic

cl

Pm

ax

Pc

yc

licP

co

nta

ct

Sm

ax

Sc

yc

licS

co

nta

ct

H1

H2

Ha

vg

Er

Mr

UN

ITp

si

ps

i--

-lb

slb

slb

sp

si

ps

ip

si

inc

he

sin

ch

es

inc

he

sin

/in

ps

i

PR

EC

ISIO

N--

---

--

---

---

---

---

---

---

---

---

---

---

---

12

6.9

22

.64

.32

.11

.80

.30

.00

00

40

.00

01

70

.00

01

10

.00

00

11

35

,99

8

22

6.0

21

.64

.32

.11

.70

.30

.00

00

50

.00

01

70

.00

01

10

.00

00

11

25

,79

6

32

7.0

22

.74

.32

.11

.80

.30

.00

00

60

.00

01

80

.00

01

20

.00

00

21

19

,60

0

42

6.0

21

.64

.32

.11

.70

.30

.00

00

60

.00

01

70

.00

01

20

.00

00

11

15

,89

1

52

6.2

22

.04

.22

.11

.80

.30

.00

00

40

.00

01

70

.00

01

10

.00

00

11

30

,07

4

26

.42

2.1

4.3

2.1

1.8

0.3

0.0

00

05

0.0

00

17

0.0

00

11

0.0

00

01

12

5,4

72

0.5

0.5

0.1

0.0

0.0

0.0

0.0

00

01

0.0

00

01

0.0

00

01

0.0

00

00

8,0

37

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Re

co

v.

De

f. L

VD

T

#2

Re

ad

ing

Av

era

ge

Re

co

v.

De

f. L

VD

T

1 a

nd

2

Re

sili

en

t

Str

ain

Re

sili

en

t

Mo

du

lus

Se

qu

en

ce

16

.02

.0

Ac

tua

l

Ap

plie

d

Cy

clic

Lo

ad

Ac

tua

l

Ap

plie

d

Co

nta

ct

Lo

ad

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Str

es

s

Ac

tua

l

Ap

plie

d

Cy

clic

Str

es

s

Ac

tua

l

Ap

plie

d

Co

nta

ct

Str

es

s

Re

co

v.

De

f. L

VD

T

#1

Re

ad

ing

2/1

9/0

1

PA

RA

ME

TE

R

Ch

am

be

r

Co

nfi

nin

g

Pre

ss

ure

No

min

al

Ma

xim

um

Ax

ial

Str

es

s

Cy

cle

No

.

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Lo

ad

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

15

9.8

53

.46

.44

.84

.20

.50

.00

16

30

.00

20

90

.00

18

60

.00

02

31

8,2

98

26

0.4

53

.76

.74

.84

.30

.50

.00

16

30

.00

20

70

.00

18

50

.00

02

31

8,5

24

35

9.6

52

.96

.74

.74

.20

.50

.00

16

30

.00

20

70

.00

18

50

.00

02

31

8,2

11

45

9.6

52

.96

.74

.74

.20

.50

.00

16

50

.00

21

20

.00

18

90

.00

02

41

7,8

50

55

9.3

52

.76

.64

.74

.20

.50

.00

16

10

.00

20

70

.00

18

40

.00

02

31

8,2

04

59

.75

3.2

6.6

4.8

4.2

0.5

0.0

01

63

0.0

02

09

0.0

01

86

0.0

00

23

18

,21

7

0.4

0.4

0.1

0.0

0.0

0.0

0.0

00

01

0.0

00

02

0.0

00

02

0.0

00

00

24

3

18

2.8

73

.89

.06

.65

.90

.70

.00

28

80

.00

34

60

.00

31

70

.00

04

01

4,8

20

28

2.0

72

.99

.16

.55

.80

.70

.00

28

20

.00

33

70

.00

31

00

.00

03

91

5,0

01

38

1.9

72

.99

.06

.55

.80

.70

.00

28

70

.00

34

30

.00

31

50

.00

03

91

4,7

53

48

2.8

73

.69

.16

.65

.90

.70

.00

28

30

.00

34

00

.00

31

20

.00

03

91

5,0

33

58

2.8

73

.69

.26

.65

.90

.70

.00

28

50

.00

34

40

.00

31

40

.00

03

91

4,9

11

82

.57

3.4

9.1

6.6

5.8

0.7

0.0

02

85

0.0

03

42

0.0

03

14

0.0

00

39

14

,90

4

0.4

0.4

0.1

0.0

0.0

0.0

0.0

00

02

0.0

00

04

0.0

00

03

0.0

00

00

11

8

19

8.3

86

.51

1.7

7.8

6.9

0.9

0.0

03

97

0.0

04

51

0.0

04

24

0.0

00

53

13

,00

6

29

8.3

86

.71

1.6

7.8

6.9

0.9

0.0

03

98

0.0

04

51

0.0

04

24

0.0

00

53

13

,00

7

39

8.0

86

.21

1.7

7.8

6.9

0.9

0.0

03

97

0.0

04

48

0.0

04

23

0.0

00

53

12

,99

1

49

9.1

87

.31

1.8

7.9

6.9

0.9

0.0

04

06

0.0

04

57

0.0

04

31

0.0

00

54

12

,88

2

59

8.4

86

.61

1.8

7.8

6.9

0.9

0.0

03

96

0.0

04

48

0.0

04

22

0.0

00

53

13

,06

9

98

.48

6.7

11

.77

.86

.90

.90

.00

39

90

.00

45

10

.00

42

50

.00

05

31

2,9

91

0.4

0.4

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

03

0.0

00

04

0.0

00

00

68

11

24

.91

10

.71

4.2

9.9

8.8

1.1

0.0

06

41

0.0

06

92

0.0

06

67

0.0

00

83

10

,57

8

21

25

.21

11

.21

4.0

10

.08

.81

.10

.00

64

80

.00

69

80

.00

67

30

.00

08

41

0,5

21

31

25

.01

11

.01

4.0

9.9

8.8

1.1

0.0

06

48

0.0

06

97

0.0

06

73

0.0

00

84

10

,51

2

41

25

.21

11

.11

4.1

10

.08

.81

.10

.00

64

90

.00

70

00

.00

67

40

.00

08

41

0,4

91

51

25

.21

11

.11

4.1

10

.08

.81

.10

.00

64

80

.00

69

90

.00

67

40

.00

08

41

0,5

02

12

5.1

11

1.0

14

.11

0.0

8.8

1.1

0.0

06

47

0.0

06

97

0.0

06

72

0.0

00

84

10

,52

1

0.2

0.2

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

34

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

46

.08

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

56

.01

0.0

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

36

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

26

.04

.0

CO

LU

MN

AV

ER

AG

E

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

6.6

21

.64

.92

.11

.70

.40

.00

00

80

.00

02

00

.00

01

40

.00

00

29

8,6

02

22

6.8

21

.94

.92

.11

.70

.40

.00

00

70

.00

02

00

.00

01

30

.00

00

21

04

,97

0

32

6.8

21

.85

.02

.11

.70

.40

.00

00

60

.00

01

90

.00

01

30

.00

00

21

07

,85

7

42

6.4

21

.54

.92

.11

.70

.40

.00

00

80

.00

01

90

.00

01

30

.00

00

21

02

,53

4

52

6.4

21

.45

.02

.11

.70

.40

.00

00

60

.00

01

90

.00

01

30

.00

00

21

08

,79

1

26

.62

1.6

5.0

2.1

1.7

0.4

0.0

00

07

0.0

00

19

0.0

00

13

0.0

00

02

10

4,5

51

0.2

0.2

0.0

0.0

0.0

0.0

0.0

00

01

0.0

00

01

0.0

00

01

0.0

00

00

4,1

39

16

1.1

53

.37

.84

.94

.20

.60

.00

16

90

.00

21

40

.00

19

20

.00

02

41

7,7

19

26

2.0

54

.27

.74

.94

.30

.60

.00

17

60

.00

22

40

.00

20

00

.00

02

51

7,2

73

35

9.9

52

.37

.74

.84

.20

.60

.00

16

50

.00

21

10

.00

18

80

.00

02

31

7,7

05

46

0.6

52

.77

.84

.84

.20

.60

.00

16

70

.00

21

50

.00

19

10

.00

02

41

7,6

06

56

0.6

52

.87

.84

.84

.20

.60

.00

17

00

.00

21

60

.00

19

30

.00

02

41

7,4

18

60

.85

3.1

7.8

4.8

4.2

0.6

0.0

01

69

0.0

02

16

0.0

01

93

0.0

00

24

17

,54

4

0.8

0.8

0.1

0.1

0.1

0.0

0.0

00

04

0.0

00

05

0.0

00

04

0.0

00

01

19

4

18

4.5

74

.31

0.2

6.7

5.9

0.8

0.0

02

87

0.0

03

45

0.0

03

16

0.0

00

40

14

,95

3

28

4.2

73

.81

0.3

6.7

5.9

0.8

0.0

02

92

0.0

03

49

0.0

03

20

0.0

00

40

14

,68

9

38

4.3

74

.01

0.3

6.7

5.9

0.8

0.0

02

93

0.0

03

54

0.0

03

23

0.0

00

40

14

,57

0

48

4.3

73

.91

0.4

6.7

5.9

0.8

0.0

02

94

0.0

03

50

0.0

03

22

0.0

00

40

14

,61

1

58

4.1

73

.41

0.6

6.7

5.8

0.8

0.0

02

89

0.0

03

47

0.0

03

18

0.0

00

40

14

,71

3

84

.37

3.9

10

.46

.75

.90

.80

.00

29

10

.00

34

90

.00

32

00

.00

04

01

4,7

07

0.2

0.3

0.2

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

14

9

11

00

.48

7.4

13

.18

.06

.91

.00

.00

38

80

.00

44

40

.00

41

60

.00

05

21

3,3

72

21

00

.68

7.6

13

.08

.07

.01

.00

.00

38

70

.00

44

20

.00

41

50

.00

05

21

3,4

55

31

01

.08

8.0

13

.18

.07

.01

.00

.00

39

10

.00

44

60

.00

41

90

.00

05

21

3,3

83

41

00

.38

7.3

13

.08

.06

.91

.00

.00

38

60

.00

44

10

.00

41

40

.00

05

21

3,4

46

51

00

.78

7.7

13

.18

.07

.01

.00

.00

39

40

.00

44

70

.00

42

10

.00

05

31

3,2

77

10

0.6

87

.61

3.0

8.0

7.0

1.0

0.0

03

89

0.0

04

44

0.0

04

17

0.0

00

52

13

,38

7

0.3

0.3

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

72

11

25

.81

10

.51

5.3

10

.08

.81

.20

.00

59

40

.00

64

80

.00

62

10

.00

07

81

1,3

36

21

26

.71

11

.31

5.4

10

.18

.91

.20

.00

60

90

.00

66

10

.00

63

50

.00

07

91

1,1

59

31

26

.81

11

.51

5.3

10

.18

.91

.20

.00

60

70

.00

65

80

.00

63

20

.00

07

91

1,2

24

41

27

.11

11

.81

5.3

10

.18

.91

.20

.00

61

20

.00

66

40

.00

63

80

.00

08

01

1,1

58

51

26

.91

11

.61

5.3

10

.18

.91

.20

.00

60

60

.00

65

90

.00

63

20

.00

07

91

1,2

35

12

6.7

11

1.3

15

.31

0.1

8.9

1.2

0.0

06

05

0.0

06

58

0.0

06

32

0.0

00

79

11

,22

2

0.5

0.5

0.0

0.0

0.0

0.0

0.0

00

07

0.0

00

06

0.0

00

07

0.0

00

01

73

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

10

4.0

10

.0

CO

LU

MN

AV

ER

AG

E

Se

qu

en

ce

84

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

94

.08

.0

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

74

.04

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

64

.02

.0

CO

LU

MN

AV

ER

AG

E

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

8.1

21

.96

.22

.21

.70

.50

.00

00

80

.00

02

00

.00

01

40

.00

00

21

02

,18

1

22

8.7

22

.66

.22

.31

.80

.50

.00

00

50

.00

01

90

.00

01

20

.00

00

21

19

,08

9

32

7.8

21

.76

.12

.21

.70

.50

.00

00

60

.00

01

80

.00

01

20

.00

00

21

14

,13

6

42

9.3

22

.96

.42

.31

.80

.50

.00

00

50

.00

01

70

.00

01

10

.00

00

11

31

,03

7

52

8.1

21

.76

.42

.21

.70

.50

.00

00

40

.00

01

70

.00

01

00

.00

00

11

35

,55

1

28

.42

2.2

6.2

2.3

1.8

0.5

0.0

00

06

0.0

00

18

0.0

00

12

0.0

00

01

12

0,3

99

0.6

0.6

0.1

0.1

0.0

0.0

0.0

00

01

0.0

00

01

0.0

00

01

0.0

00

00

13

,37

5

16

1.2

52

.78

.54

.94

.20

.70

.00

16

30

.00

21

00

.00

18

70

.00

02

31

7,9

83

26

1.4

52

.98

.64

.94

.20

.70

.00

16

20

.00

20

70

.00

18

50

.00

02

31

8,2

20

36

1.0

52

.48

.64

.94

.20

.70

.00

16

10

.00

21

10

.00

18

60

.00

02

31

7,9

31

46

2.0

53

.28

.74

.94

.20

.70

.00

16

00

.00

20

60

.00

18

30

.00

02

31

8,5

26

56

2.0

53

.18

.94

.94

.20

.70

.00

16

20

.00

21

00

.00

18

60

.00

02

31

8,1

50

61

.55

2.9

8.6

4.9

4.2

0.7

0.0

01

62

0.0

02

09

0.0

01

85

0.0

00

23

18

,16

2

0.4

0.3

0.1

0.0

0.0

0.0

0.0

00

01

0.0

00

02

0.0

00

02

0.0

00

00

23

5

18

5.8

74

.41

1.4

6.8

5.9

0.9

0.0

02

54

0.0

03

04

0.0

02

79

0.0

00

35

16

,99

8

28

4.4

72

.91

1.5

6.7

5.8

0.9

0.0

02

53

0.0

03

02

0.0

02

78

0.0

00

35

16

,72

3

38

4.7

73

.41

1.3

6.7

5.8

0.9

0.0

02

52

0.0

02

99

0.0

02

75

0.0

00

34

17

,00

6

48

4.3

72

.91

1.4

6.7

5.8

0.9

0.0

02

48

0.0

02

96

0.0

02

72

0.0

00

34

17

,05

8

58

4.5

73

.21

1.3

6.7

5.8

0.9

0.0

02

52

0.0

03

01

0.0

02

76

0.0

00

35

16

,86

6

84

.77

3.4

11

.46

.75

.80

.90

.00

25

20

.00

30

00

.00

27

60

.00

03

41

6,9

30

0.6

0.6

0.1

0.0

0.0

0.0

0.0

00

02

0.0

00

03

0.0

00

03

0.0

00

00

13

6

11

01

.28

7.2

14

.08

.06

.91

.10

.00

34

60

.00

38

90

.00

36

80

.00

04

61

5,1

01

21

01

.48

7.5

13

.98

.17

.01

.10

.00

34

70

.00

39

00

.00

36

90

.00

04

61

5,1

14

31

02

.18

8.2

13

.98

.17

.01

.10

.00

35

20

.00

39

40

.00

37

30

.00

04

71

5,0

49

41

00

.68

6.5

14

.18

.06

.91

.10

.00

34

00

.00

38

10

.00

36

10

.00

04

51

5,2

75

51

01

.78

7.8

13

.98

.17

.01

.10

.00

35

10

.00

39

10

.00

37

10

.00

04

61

5,0

69

10

1.4

87

.41

4.0

8.1

7.0

1.1

0.0

03

47

0.0

03

89

0.0

03

68

0.0

00

46

15

,12

2

0.6

0.6

0.1

0.0

0.0

0.0

0.0

00

05

0.0

00

05

0.0

00

05

0.0

00

01

90

11

28

.11

11

.91

6.2

10

.28

.91

.30

.00

55

50

.00

59

40

.00

57

50

.00

07

21

2,4

01

21

28

.11

11

.71

6.4

10

.28

.91

.30

.00

55

40

.00

59

30

.00

57

30

.00

07

21

2,4

05

31

27

.81

11

.41

6.3

10

.28

.91

.30

.00

55

20

.00

59

10

.00

57

10

.00

07

11

2,4

28

41

27

.81

11

.51

6.2

10

.28

.91

.30

.00

55

10

.00

58

90

.00

57

00

.00

07

11

2,4

63

51

28

.11

11

.61

6.4

10

.28

.91

.30

.00

55

60

.00

59

40

.00

57

50

.00

07

21

2,3

66

12

7.9

11

1.6

16

.31

0.2

8.9

1.3

0.0

05

53

0.0

05

92

0.0

05

73

0.0

00

72

12

,41

3

0.2

0.2

0.1

0.0

0.0

0.0

0.0

00

02

0.0

00

02

0.0

00

02

0.0

00

00

36

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

15

2.0

10

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

14

2.0

8.0

Se

qu

en

ce

12

2.0

4.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

13

2.0

6.0

Se

qu

en

ce

11

2.0

2.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788




JP NO.: 15023(04), 15023(08), 15023(07)










Sample I.D.

Chamber

Pressure

(psi)

Axial

Stress

(psi)

Moisture

Content

(%)

Dry

Density

(pcf)

Resilient

Strain

(in/in)

Resilient

Modulus

(psi)

Standard

Deviation

for MR

3mR-1

6.0 1.7 16.5 102.3 0.00011 15498 229

4.4 0.00041 10862 44

6.2 0.00060 10374 28

7.2 0.00074 9628 27

9.1 0.00107 8488 20

4.0 1.6 0.00008 20806 1405

4.4 0.00039 11408 149

6.3 0.00057 11013 49

7.4 0.00072 10210 35

9.1 0.00102 8934 16

2.0 1.4 0.00005 26994 2137

4.4 0.00037 11976 360

6.3 0.00056 11237 67

7.5 0.00071 10469 30

9.0 0.00098 9214 21



STPY-128B(009), STPY-128B(008)



Sampling Location: 95 ft S., 185 ft E. of the NW




Lawton Series RM=a(Sd)b

Values for Sd are:

S3=6.0 psi: 1.7, 4.4, 6.2, 7.2, 9.1 psi

S3=4.0 psi: 1.6, 4.4, 6.3, 7.4, 9.1 psi


S3 6.0 psi 4.0 psi 2.0 psi

R2 0.9817 0.9698 0.9732

a 18545 25184 31407

b -0.3407 -0.4885 -0.5677


SHRP P46

BURGESS EGIEERIG AD

TESTIG, IC.

RESILENT MODULUS TESTING-SHRP P46Lawton Series @ 95% DRY DEN. & OPT. MOIST.

1000

10000

100000

1 10



S3=6.0 psi S3=4.0 psi S3= 2.0 psi



Date:

Project:

N/A

, JP:

N/A

Client:



Re

sili

en

t M

od

ulu

s T

es

t

Attn: Mr. Jam


SH

RP

P-4

6


Clie

nt

ID:

00

11

3


Clie

nt

Pro

jec

t:S

.H.

6 i

n G

ree

r C

ou

nty

Lo

t N

um

be

r:3

mR

Sample Inform

ation

Sa

mp

le I

D:

3m

R-1

Sa

mp

le D

iam

ete

r, i

n:

4S

am

ple

M.C

., %

:1

6.5

Sa

mp

le T

yp

e:

Sa

mp

le H

eig

ht,

in

:8

Sa

mp

le D

ry D

en

., p

cf:

10

2.3

Te

st

Da

te:

02

/06

/01

De

sir

ed

M.C

., %

:1

6.7

Fa

iled

in

Sh

ea

r?:

Re

ma

rks

:L

aw

ton

Se

rie

sD

ry D

en

., p

cf:

10

2.0

Tri

ax

ial

Sh

ea

r S

tre

ng

th,

ps

i:

CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

DE

SIG

NA

TIO

NS

3S

cy

clic

cl

Pm

ax

Pc

yc

licP

co

nta

ct

Sm

ax

Sc

yc

licS

co

nta

ct

H1

H2

Ha

vg

Er

Mr

UN

ITp

si

ps

i--

-lb

slb

slb

sp

si

ps

ip

si

inc

he

sin

ch

es

inc

he

sin

/in

ps

i

PR

EC

ISIO

N--

---

--

---

---

---

---

---

---

---

---

---

---

---

12

4.5

21

.92

.51

.91

.70

.20

.00

09

00

.00

08

80

.00

08

90

.00

01

11

5,6

87

22

3.2

20

.72

.51

.81

.70

.20

.00

08

40

.00

08

40

.00

08

40

.00

01

01

5,7

29

32

3.8

21

.42

.41

.91

.70

.20

.00

08

70

.00

08

80

.00

08

80

.00

01

11

5,5

57

42

3.8

21

.42

.41

.91

.70

.20

.00

09

00

.00

09

00

.00

09

00

.00

01

11

5,2

19

52

4.1

21

.72

.41

.91

.70

.20

.00

09

10

.00

09

00

.00

09

00

.00

01

11

5,2

99

23

.92

1.4

2.5

1.9

1.7

0.2

0.0

00

88

0.0

00

88

0.0

00

88

0.0

00

11

15

,49

8

0.5

0.5

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

22

9

Cy

cle

No

.

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Lo

ad

Ac

tua

l

Ap

plie

d

Cy

clic

Lo

ad

Ac

tua

l

Ap

plie

d

Co

nta

ct

Lo

ad

2/1

9/0

1

PA

RA

ME

TE

R

Ch

am

be

r

Co

nfi

nin

g

Pre

ss

ure

No

min

al

Ma

xim

um

Ax

ial

Str

es

s

Re

co

v.

De

f. L

VD

T

#2

Re

ad

ing

Av

era

ge

Re

co

v.

De

f. L

VD

T

1 a

nd

2

Re

sili

en

t

Str

ain

Re

sili

en

t

Mo

du

lus

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Str

es

s

Ac

tua

l

Ap

plie

d

Cy

clic

Str

es

s

Ac

tua

l

Ap

plie

d

Co

nta

ct

Str

es

s

Re

co

v.

De

f. L

VD

T

#1

Re

ad

ing

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

16

.02

.0

CO

LU

MN

AV

ER

AG

E

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

16

0.4

55

.05

.44

.84

.40

.40

.00

32

20

.00

32

30

.00

32

20

.00

04

01

0,8

65

26

0.6

55

.35

.34

.84

.40

.40

.00

32

60

.00

32

40

.00

32

50

.00

04

11

0,8

30

36

1.3

56

.25

.14

.94

.50

.40

.00

32

90

.00

32

90

.00

32

90

.00

04

11

0,8

84

46

1.0

55

.75

.34

.94

.40

.40

.00

32

40

.00

32

60

.00

32

50

.00

04

11

0,9

23

56

1.4

56

.15

.34

.94

.50

.40

.00

33

10

.00

33

10

.00

33

10

.00

04

11

0,8

11

60

.95

5.7

5.3

4.9

4.4

0.4

0.0

03

26

0.0

03

26

0.0

03

26

0.0

00

41

10

,86

2

0.5

0.5

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

44

18

6.4

77

.88

.66

.96

.20

.70

.00

47

40

.00

47

70

.00

47

60

.00

05

91

0,4

20

28

6.2

77

.68

.66

.96

.20

.70

.00

47

60

.00

47

80

.00

47

70

.00

06

01

0,3

70

38

6.2

77

.98

.36

.96

.20

.70

.00

47

90

.00

47

90

.00

47

90

.00

06

01

0,3

53

48

6.5

77

.98

.76

.96

.20

.70

.00

47

70

.00

47

90

.00

47

80

.00

06

01

0,3

79

58

6.1

77

.88

.36

.96

.20

.70

.00

47

70

.00

48

10

.00

47

90

.00

06

01

0,3

48

86

.37

7.8

8.5

6.9

6.2

0.7

0.0

04

76

0.0

04

79

0.0

04

78

0.0

00

60

10

,37

4

0.2

0.1

0.2

0.0

0.0

0.0

0.0

00

02

0.0

00

01

0.0

00

01

0.0

00

00

28

11

01

.29

0.1

11

.18

.07

.20

.90

.00

59

50

.00

60

10

.00

59

80

.00

07

59

,59

7

21

00

.78

9.7

11

.08

.07

.10

.90

.00

59

10

.00

59

40

.00

59

30

.00

07

49

,63

6

31

01

.39

0.2

11

.18

.17

.20

.90

.00

59

30

.00

59

60

.00

59

40

.00

07

49

,66

5

41

00

.88

9.8

11

.18

.07

.20

.90

.00

59

20

.00

59

80

.00

59

50

.00

07

49

,60

6

51

01

.49

0.3

11

.18

.17

.20

.90

.00

59

40

.00

59

90

.00

59

70

.00

07

59

,63

6

10

1.1

90

.01

1.1

8.0

7.2

0.9

0.0

05

93

0.0

05

97

0.0

05

95

0.0

00

74

9,6

28

0.3

0.3

0.0

0.0

0.0

0.0

0.0

00

02

0.0

00

03

0.0

00

02

0.0

00

00

27

11

26

.81

13

.51

3.3

10

.19

.01

.10

.00

84

30

.00

85

80

.00

85

00

.00

10

68

,50

1

21

26

.71

13

.61

3.1

10

.19

.01

.00

.00

84

60

.00

86

20

.00

85

40

.00

10

78

,46

9

31

26

.71

13

.41

3.3

10

.19

.01

.10

.00

84

20

.00

85

60

.00

84

90

.00

10

68

,50

8

41

27

.41

14

.21

3.3

10

.19

.11

.10

.00

84

80

.00

86

30

.00

85

50

.00

10

78

,50

1

51

27

.31

14

.21

3.1

10

.19

.11

.00

.00

85

20

.00

86

70

.00

85

90

.00

10

78

,46

4

12

7.0

11

3.8

13

.21

0.1

9.1

1.1

0.0

08

46

0.0

08

61

0.0

08

54

0.0

01

07

8,4

88

0.4

0.4

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

04

0.0

00

04

0.0

00

01

20

Se

qu

en

ce

26

.04

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

46

.08

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

36

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

56

.01

0.0

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

5.4

21

.24

.22

.01

.70

.30

.00

07

10

.00

07

20

.00

07

10

.00

00

91

8,9

01

22

4.0

19

.74

.41

.91

.60

.30

.00

06

10

.00

06

20

.00

06

10

.00

00

82

0,3

88

32

3.9

19

.74

.21

.91

.60

.30

.00

05

90

.00

06

00

.00

06

00

.00

00

72

1,0

30

42

3.3

19

.14

.11

.91

.50

.30

.00

05

20

.00

05

40

.00

05

30

.00

00

72

2,8

14

52

3.5

19

.44

.11

.91

.50

.30

.00

05

80

.00

06

00

.00

05

90

.00

00

72

0,8

96

24

.01

9.8

4.2

1.9

1.6

0.3

0.0

00

60

0.0

00

62

0.0

00

61

0.0

00

08

20

,80

6

0.8

0.8

0.1

0.1

0.1

0.0

0.0

00

07

0.0

00

06

0.0

00

07

0.0

00

01

1,4

05

16

2.1

55

.07

.04

.94

.40

.60

.00

30

60

.00

30

80

.00

30

70

.00

03

81

1,4

23

26

1.7

54

.87

.04

.94

.40

.60

.00

31

00

.00

31

20

.00

31

10

.00

03

91

1,2

19

36

1.5

54

.47

.14

.94

.30

.60

.00

29

70

.00

29

90

.00

29

80

.00

03

71

1,6

33

46

3.7

56

.37

.35

.14

.50

.60

.00

31

40

.00

31

60

.00

31

50

.00

03

91

1,3

87

56

2.6

55

.67

.15

.04

.40

.60

.00

31

10

.00

31

10

.00

31

10

.00

03

91

1,3

75

62

.35

5.2

7.1

5.0

4.4

0.6

0.0

03

08

0.0

03

09

0.0

03

08

0.0

00

39

11

,40

8

0.9

0.7

0.1

0.1

0.1

0.0

0.0

00

06

0.0

00

07

0.0

00

07

0.0

00

01

14

9

18

9.3

79

.69

.77

.16

.30

.80

.00

45

40

.00

46

00

.00

45

70

.00

05

71

1,0

91

28

8.0

78

.59

.67

.06

.30

.80

.00

45

20

.00

45

60

.00

45

40

.00

05

71

1,0

10

38

9.0

79

.19

.87

.16

.30

.80

.00

45

50

.00

46

00

.00

45

70

.00

05

71

1,0

17

48

8.7

79

.09

.67

.16

.30

.80

.00

45

60

.00

45

90

.00

45

80

.00

05

71

0,9

90

58

8.8

79

.39

.47

.16

.30

.80

.00

45

70

.00

46

50

.00

46

10

.00

05

81

0,9

59

88

.77

9.1

9.6

7.1

6.3

0.8

0.0

04

55

0.0

04

60

0.0

04

57

0.0

00

57

11

,01

3

0.5

0.4

0.2

0.0

0.0

0.0

0.0

00

02

0.0

00

03

0.0

00

03

0.0

00

00

49

11

04

.79

2.9

11

.78

.37

.40

.90

.00

57

50

.00

58

20

.00

57

80

.00

07

21

0,2

35

21

04

.19

2.4

11

.78

.37

.40

.90

.00

57

50

.00

58

20

.00

57

80

.00

07

21

0,1

69

31

04

.49

2.6

11

.88

.37

.40

.90

.00

57

50

.00

58

20

.00

57

80

.00

07

21

0,1

96

41

04

.69

2.9

11

.78

.37

.40

.90

.00

57

20

.00

58

10

.00

57

70

.00

07

21

0,2

56

51

04

.19

2.4

11

.78

.37

.40

.90

.00

57

30

.00

58

00

.00

57

70

.00

07

21

0,1

96

10

4.3

92

.61

1.7

8.3

7.4

0.9

0.0

05

74

0.0

05

81

0.0

05

78

0.0

00

72

10

,21

0

0.3

0.3

0.0

0.0

0.0

0.0

0.0

00

01

0.0

00

01

0.0

00

01

0.0

00

00

35

11

27

.91

14

.21

3.7

10

.29

.11

.10

.00

80

60

.00

82

10

.00

81

30

.00

10

28

,94

2

21

28

.01

14

.31

3.7

10

.29

.11

.10

.00

81

00

.00

82

30

.00

81

70

.00

10

28

,91

4

31

27

.31

13

.61

3.7

10

.19

.11

.10

.00

80

10

.00

81

50

.00

80

80

.00

10

18

,95

5

41

27

.51

13

.81

3.7

10

.29

.11

.10

.00

80

40

.00

81

80

.00

81

10

.00

10

18

,93

9

51

27

.81

13

.81

3.9

10

.29

.11

.10

.00

80

50

.00

82

00

.00

81

30

.00

10

28

,92

1

12

7.7

11

4.0

13

.71

0.2

9.1

1.1

0.0

08

05

0.0

08

19

0.0

08

12

0.0

01

02

8,9

34

0.3

0.3

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

16

Se

qu

en

ce

64

.02

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

84

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

74

.04

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

10

4.0

10

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

94

.08

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

4.0

19

.34

.71

.91

.50

.40

.00

05

30

.00

05

20

.00

05

20

.00

00

72

3,5

50

22

2.5

17

.84

.71

.81

.40

.40

.00

04

20

.00

04

20

.00

04

20

.00

00

52

6,8

23

32

1.7

17

.04

.71

.71

.30

.40

.00

03

70

.00

03

70

.00

03

70

.00

00

52

9,3

59

42

2.1

17

.44

.71

.81

.40

.40

.00

03

90

.00

04

10

.00

04

00

.00

00

52

7,6

64

52

2.4

17

.84

.71

.81

.40

.40

.00

04

10

.00

04

10

.00

04

10

.00

00

52

7,5

73

22

.61

7.9

4.7

1.8

1.4

0.4

0.0

00

42

0.0

00

43

0.0

00

43

0.0

00

05

26

,99

4

0.9

0.9

0.0

0.1

0.1

0.0

0.0

00

06

0.0

00

06

0.0

00

06

0.0

00

01

2,1

37

16

0.8

53

.47

.44

.84

.20

.60

.00

27

10

.00

27

40

.00

27

20

.00

03

41

2,4

82

26

4.5

57

.27

.35

.14

.60

.60

.00

31

00

.00

31

40

.00

31

20

.00

03

91

1,6

74

36

2.0

54

.57

.54

.94

.30

.60

.00

28

70

.00

28

80

.00

28

70

.00

03

61

2,0

82

46

2.9

55

.57

.45

.04

.40

.60

.00

30

40

.00

30

60

.00

30

50

.00

03

81

1,5

86

56

1.1

53

.87

.34

.94

.30

.60

.00

28

40

.00

28

40

.00

28

40

.00

03

61

2,0

57

62

.35

4.9

7.4

5.0

4.4

0.6

0.0

02

91

0.0

02

94

0.0

02

92

0.0

00

37

11

,97

6

1.5

1.5

0.1

0.1

0.1

0.0

0.0

00

16

0.0

00

16

0.0

00

16

0.0

00

02

36

0

18

9.7

79

.71

0.0

7.1

6.3

0.8

0.0

04

45

0.0

04

51

0.0

04

48

0.0

00

56

11

,32

6

28

8.9

79

.19

.87

.16

.30

.80

.00

44

90

.00

45

30

.00

45

10

.00

05

61

1,1

72

38

8.9

78

.81

0.1

7.1

6.3

0.8

0.0

04

44

0.0

04

49

0.0

04

46

0.0

00

56

11

,23

8

48

8.8

78

.99

.97

.16

.30

.80

.00

44

70

.00

45

20

.00

45

00

.00

05

61

1,1

72

58

9.8

79

.99

.97

.26

.40

.80

.00

44

80

.00

45

40

.00

45

10

.00

05

61

1,2

75

89

.27

9.3

9.9

7.1

6.3

0.8

0.0

04

47

0.0

04

52

0.0

04

49

0.0

00

56

11

,23

7

0.5

0.5

0.1

0.0

0.0

0.0

0.0

00

02

0.0

00

02

0.0

00

02

0.0

00

00

67

11

06

.99

4.5

12

.58

.57

.51

.00

.00

57

10

.00

58

00

.00

57

60

.00

07

21

0,4

54

21

05

.69

3.3

12

.48

.47

.41

.00

.00

56

40

.00

57

40

.00

56

90

.00

07

11

0,4

44

31

06

.79

4.4

12

.38

.57

.51

.00

.00

57

30

.00

57

80

.00

57

60

.00

07

21

0,4

47

41

05

.39

2.9

12

.48

.47

.41

.00

.00

56

00

.00

56

60

.00

56

30

.00

07

01

0,5

12

51

05

.59

3.0

12

.58

.47

.41

.00

.00

56

20

.00

56

80

.00

56

50

.00

07

11

0,4

86

10

6.0

93

.61

2.4

8.4

7.5

1.0

0.0

05

66

0.0

05

73

0.0

05

70

0.0

00

71

10

,46

9

0.7

0.8

0.1

0.1

0.1

0.0

0.0

00

06

0.0

00

06

0.0

00

06

0.0

00

01

30

11

27

.31

12

.71

4.6

10

.19

.01

.20

.00

77

00

.00

78

30

.00

77

70

.00

09

79

,24

5

21

27

.21

12

.51

4.7

10

.18

.91

.20

.00

77

00

.00

78

40

.00

77

70

.00

09

79

,22

3

31

28

.21

13

.61

4.5

10

.29

.11

.20

.00

78

10

.00

79

40

.00

78

80

.00

09

89

,18

8

41

27

.41

12

.71

4.7

10

.19

.01

.20

.00

77

30

.00

78

50

.00

77

90

.00

09

79

,21

3

51

27

.81

13

.21

4.5

10

.29

.01

.20

.00

77

70

.00

79

00

.00

78

40

.00

09

89

,20

3

12

7.6

11

3.0

14

.61

0.2

9.0

1.2

0.0

07

74

0.0

07

87

0.0

07

81

0.0

00

98

9,2

14

0.4

0.5

0.1

0.0

0.0

0.0

0.0

00

05

0.0

00

05

0.0

00

05

0.0

00

01

21

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

12

2.0

4.0

Se

qu

en

ce

11

2.0

2.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

14

2.0

8.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

13

2.0

6.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

15

2.0

10

.0

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788




JP NO.: 15023(04), 15023(08), 15023(07)










Sample I.D.

Chamber

Pressure

(psi)

Axial

Stress

(psi)

Moisture

Content

(%)

Dry

Density

(pcf)

Resilient

Strain

(in/in)

Resilient

Modulus

(psi)

Standard

Deviation

for MR

3mR-2

6.0 1.5 18.9 104.9 0.00002 76368 2175

3.9 0.00031 12578 144

5.5 0.00062 8786 30

7.0 0.00105 6634 25

8.5 0.00151 5590 21

4.0 1.6 0.00005 30542 1167

3.8 0.00035 11051 56

5.4 0.00067 8110 26

7.0 0.00106 6601 13

8.5 0.00147 5783 24

2.0 1.6 0.00005 30354 989

3.9 0.00034 11322 33

5.4 0.00062 8752 24

7.0 0.00091 7675 35

8.5 0.00134 6304 2



STPY-128B(009), STPY-128B(008)



Sampling Location: 95 ft S., 185 ft E. of the NW




Lawton Series RM=a(Sd)b

Values for Sd are:

S3=6.0 psi: 1.5, 3.9, 5.5, 7.0, 8.5 psi

S3=4.0 psi: 1.6, 3.8, 5.4, 7.0, 8.5 psi


S3 6.0 psi 4.0 psi 2.0 psi

R2 0.9792 0.9895 0.9863

a 126386 46395 44573

b -1.5274 -1.0068 -0.9335


SHRP P46

BURGESS EGIEERIG AD

TESTIG, IC.

RESILENT MODULUS TESTING-SHRP P46Lawton Series @ MAX. DEN. & 2% OVER MC.

1000

10000

100000

1 10



S3=6.0 psi S3=4.0 psi S3= 2.0 psi



Date:

Project:

N/A

, JP:

N/A

Client:



Re

sili

en

t M

od

ulu

s T

es

t

Attn: Mr. Jam


SH

RP

P-4

6


Clie

nt

ID:

00

11

3


Clie

nt

Pro

jec

t:S

.H.

6 i

n G

ree

r C

ou

nty

Lo

t N

um

be

r:3

mR

Sample Inform

ation

Sa

mp

le I

D:

3m

R-2

Sa

mp

le D

iam

ete

r, i

n:

4S

am

ple

M.C

., %

:1

8.9

Sa

mp

le T

yp

e:

Sa

mp

le H

eig

ht,

in

:8

Sa

mp

le D

ry D

en

., p

cf:

10

4.9

Te

st

Da

te:

02

/06

/01

De

sir

ed

M.C

., %

:1

8.7

Fa

iled

in

Sh

ea

r?:

Re

ma

rks

:L

aw

ton

Se

rie

sD

ry D

en

., p

cf:

10

5.6

Tri

ax

ial

Sh

ea

r S

tre

ng

th,

ps

i:

CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

DE

SIG

NA

TIO

NS

3S

cy

clic

cl

Pm

ax

Pc

yc

licP

co

nta

ct

Sm

ax

Sc

yc

licS

co

nta

ct

H1

H2

Ha

vg

Er

Mr

UN

ITp

si

ps

i--

-lb

slb

slb

sp

si

ps

ip

si

inc

he

sin

ch

es

inc

he

sin

/in

ps

i

PR

EC

ISIO

N--

---

--

---

---

---

---

---

---

---

---

---

---

---

12

0.9

18

.42

.61

.71

.50

.20

.00

01

10

.00

02

10

.00

01

60

.00

00

27

4,3

36

22

0.8

18

.32

.61

.71

.50

.20

.00

00

90

.00

02

10

.00

01

50

.00

00

27

7,3

70

32

0.9

18

.52

.41

.71

.50

.20

.00

00

90

.00

02

10

.00

01

50

.00

00

27

7,3

54

42

1.0

18

.62

.41

.71

.50

.20

.00

00

90

.00

02

10

.00

01

50

.00

00

27

8,9

21

52

0.9

18

.52

.41

.71

.50

.20

.00

00

90

.00

02

30

.00

01

60

.00

00

27

3,8

58

20

.91

8.5

2.5

1.7

1.5

0.2

0.0

00

10

0.0

00

21

0.0

00

15

0.0

00

02

76

,36

8

0.1

0.1

0.1

0.0

0.0

0.0

0.0

00

01

0.0

00

01

0.0

00

00

0.0

00

00

2,1

75

Cy

cle

No

.

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Lo

ad

Ac

tua

l

Ap

plie

d

Cy

clic

Lo

ad

Ac

tua

l

Ap

plie

d

Co

nta

ct

Lo

ad

2/1

9/0

1

PA

RA

ME

TE

R

Ch

am

be

r

Co

nfi

nin

g

Pre

ss

ure

No

min

al

Ma

xim

um

Ax

ial

Str

es

s

Re

co

v.

De

f. L

VD

T

#2

Re

ad

ing

Av

era

ge

Re

co

v.

De

f. L

VD

T

1 a

nd

2

Re

sili

en

t

Str

ain

Re

sili

en

t

Mo

du

lus

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Str

es

s

Ac

tua

l

Ap

plie

d

Cy

clic

Str

es

s

Ac

tua

l

Ap

plie

d

Co

nta

ct

Str

es

s

Re

co

v.

De

f. L

VD

T

#1

Re

ad

ing

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

16

.02

.0

CO

LU

MN

AV

ER

AG

E

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

15

3.4

48

.84

.74

.23

.90

.40

.00

22

90

.00

26

30

.00

24

60

.00

03

11

2,6

20

25

3.3

48

.74

.64

.23

.90

.40

.00

22

90

.00

26

50

.00

24

70

.00

03

11

2,5

65

35

3.2

48

.74

.54

.23

.90

.40

.00

22

80

.00

26

40

.00

24

60

.00

03

11

2,6

08

45

2.6

48

.24

.34

.23

.80

.30

.00

23

00

.00

26

70

.00

24

90

.00

03

11

2,3

51

55

3.3

48

.74

.64

.23

.90

.40

.00

22

40

.00

26

20

.00

24

30

.00

03

01

2,7

47

53

.24

8.6

4.5

4.2

3.9

0.4

0.0

02

28

0.0

02

64

0.0

02

46

0.0

00

31

12

,57

8

0.3

0.2

0.1

0.0

0.0

0.0

0.0

00

02

0.0

00

02

0.0

00

02

0.0

00

00

14

4

17

5.7

69

.16

.76

.05

.50

.50

.00

47

40

.00

52

40

.00

49

90

.00

06

28

,81

0

27

5.9

69

.26

.86

.05

.50

.50

.00

47

50

.00

52

30

.00

49

90

.00

06

28

,82

0

37

5.2

68

.56

.76

.05

.50

.50

.00

47

40

.00

52

40

.00

49

90

.00

06

28

,74

3

47

5.8

69

.16

.86

.05

.50

.50

.00

47

60

.00

52

60

.00

50

10

.00

06

38

,77

9

57

5.5

68

.76

.86

.05

.50

.50

.00

47

40

.00

52

30

.00

49

80

.00

06

28

,77

9

75

.66

8.9

6.7

6.0

5.5

0.5

0.0

04

75

0.0

05

24

0.0

04

99

0.0

00

62

8,7

86

0.3

0.3

0.1

0.0

0.0

0.0

0.0

00

01

0.0

00

01

0.0

00

01

0.0

00

00

30

19

6.7

87

.39

.47

.76

.90

.70

.00

80

90

.00

87

50

.00

84

20

.00

10

56

,60

1

29

6.9

87

.49

.57

.77

.00

.80

.00

80

70

.00

87

50

.00

84

10

.00

10

56

,62

0

39

6.3

86

.99

.47

.76

.90

.80

.00

79

80

.00

86

60

.00

83

20

.00

10

46

,65

3

49

6.9

87

.59

.47

.77

.00

.80

.00

80

50

.00

87

30

.00

83

90

.00

10

56

,63

7

59

7.0

87

.69

.47

.77

.00

.70

.00

80

40

.00

87

10

.00

83

80

.00

10

56

,66

2

96

.88

7.3

9.4

7.7

7.0

0.7

0.0

08

05

0.0

08

72

0.0

08

38

0.0

01

05

6,6

34

0.3

0.3

0.0

0.0

0.0

0.0

0.0

00

04

0.0

00

04

0.0

00

04

0.0

00

00

25

11

17

.41

05

.71

1.7

9.3

8.4

0.9

0.0

11

65

0.0

12

47

0.0

12

06

0.0

01

51

5,5

83

21

18

.01

06

.21

1.8

9.4

8.5

0.9

0.0

11

73

0.0

12

56

0.0

12

15

0.0

01

52

5,5

69

31

18

.11

06

.51

1.7

9.4

8.5

0.9

0.0

11

75

0.0

12

58

0.0

12

17

0.0

01

52

5,5

74

41

18

.11

06

.31

1.8

9.4

8.5

0.9

0.0

11

66

0.0

12

49

0.0

12

07

0.0

01

51

5,6

07

51

18

.71

06

.81

1.8

9.4

8.5

0.9

0.0

11

71

0.0

12

52

0.0

12

11

0.0

01

51

5,6

17

11

8.1

10

6.3

11

.89

.48

.50

.90

.01

17

00

.01

25

20

.01

21

10

.00

15

15

,59

0

0.5

0.4

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

05

0.0

00

04

0.0

00

01

21

Se

qu

en

ce

26

.04

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

46

.08

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

36

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

56

.01

0.0

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

3.5

20

.62

.91

.91

.60

.20

.00

03

60

.00

04

80

.00

04

20

.00

00

53

1,3

95

22

3.0

20

.12

.91

.81

.60

.20

.00

03

50

.00

04

90

.00

04

20

.00

00

53

0,7

49

32

3.1

20

.52

.61

.81

.60

.20

.00

03

40

.00

04

80

.00

04

10

.00

00

53

1,7

42

42

3.8

21

.12

.71

.91

.70

.20

.00

04

00

.00

05

30

.00

04

70

.00

00

62

8,8

28

52

3.9

21

.12

.81

.91

.70

.20

.00

03

80

.00

05

10

.00

04

50

.00

00

62

9,9

98

23

.52

0.7

2.8

1.9

1.6

0.2

0.0

00

37

0.0

00

50

0.0

00

43

0.0

00

05

30

,54

2

0.4

0.4

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

02

0.0

00

02

0.0

00

00

1,1

67

15

3.1

48

.15

.04

.23

.80

.40

.00

25

60

.00

29

70

.00

27

70

.00

03

51

1,0

68

25

2.7

47

.65

.04

.23

.80

.40

.00

25

40

.00

29

30

.00

27

30

.00

03

41

1,0

94

35

3.5

48

.55

.04

.33

.90

.40

.00

26

00

.00

30

00

.00

28

00

.00

03

51

1,0

24

45

3.2

48

.15

.14

.23

.80

.40

.00

25

60

.00

29

50

.00

27

60

.00

03

41

1,1

03

55

3.7

48

.94

.84

.33

.90

.40

.00

26

40

.00

30

40

.00

28

40

.00

03

61

0,9

68

53

.24

8.3

5.0

4.2

3.8

0.4

0.0

02

58

0.0

02

98

0.0

02

78

0.0

00

35

11

,05

1

0.4

0.5

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

04

0.0

00

04

0.0

00

01

56

17

5.2

68

.56

.76

.05

.50

.50

.00

50

90

.00

56

30

.00

53

60

.00

06

78

,13

5

27

5.2

68

.46

.86

.05

.40

.50

.00

51

20

.00

56

70

.00

53

90

.00

06

78

,07

6

37

5.2

68

.36

.96

.05

.40

.60

.00

50

80

.00

56

20

.00

53

50

.00

06

78

,13

2

47

5.6

68

.77

.06

.05

.50

.60

.00

51

10

.00

56

60

.00

53

90

.00

06

78

,11

8

57

5.4

68

.47

.06

.05

.40

.60

.00

51

20

.00

56

40

.00

53

80

.00

06

78

,09

0

75

.36

8.4

6.9

6.0

5.4

0.5

0.0

05

10

0.0

05

65

0.0

05

37

0.0

00

67

8,1

10

0.2

0.1

0.1

0.0

0.0

0.0

0.0

00

02

0.0

00

02

0.0

00

02

0.0

00

00

26

19

7.4

87

.89

.67

.87

.00

.80

.00

81

40

.00

88

50

.00

84

90

.00

10

66

,58

6

29

7.1

87

.49

.77

.77

.00

.80

.00

80

50

.00

87

60

.00

84

00

.00

10

56

,62

1

39

7.2

87

.59

.77

.77

.00

.80

.00

80

90

.00

88

10

.00

84

50

.00

10

66

,59

3

49

7.1

87

.49

.77

.77

.00

.80

.00

80

70

.00

87

90

.00

84

30

.00

10

56

,60

4

59

7.1

87

.29

.97

.76

.90

.80

.00

80

60

.00

87

80

.00

84

20

.00

10

56

,59

9

97

.28

7.5

9.7

7.7

7.0

0.8

0.0

08

08

0.0

08

80

0.0

08

44

0.0

01

06

6,6

01

0.1

0.2

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

04

0.0

00

04

0.0

00

00

13

11

19

.31

06

.61

2.7

9.5

8.5

1.0

0.0

11

37

0.0

12

22

0.0

11

79

0.0

01

47

5,7

58

21

19

.61

06

.81

2.8

9.5

8.5

1.0

0.0

11

37

0.0

12

19

0.0

11

78

0.0

01

47

5,7

74

31

19

.51

06

.71

2.8

9.5

8.5

1.0

0.0

11

37

0.0

12

20

0.0

11

79

0.0

01

47

5,7

65

41

19

.51

06

.61

2.9

9.5

8.5

1.0

0.0

11

28

0.0

12

09

0.0

11

68

0.0

01

46

5,8

15

51

20

.31

07

.51

2.8

9.6

8.6

1.0

0.0

11

38

0.0

12

22

0.0

11

80

0.0

01

48

5,8

02

11

9.7

10

6.9

12

.89

.58

.51

.00

.01

13

60

.01

21

80

.01

17

70

.00

14

75

,78

3

0.4

0.4

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

06

0.0

00

05

0.0

00

01

24

Se

qu

en

ce

64

.02

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

84

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

74

.04

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

10

4.0

10

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

94

.08

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

5.0

20

.74

.32

.01

.70

.30

.00

03

70

.00

05

00

.00

04

30

.00

00

53

0,4

54

22

4.0

19

.84

.31

.91

.60

.30

.00

03

20

.00

04

90

.00

04

00

.00

00

53

1,1

43

32

4.0

19

.94

.21

.91

.60

.30

.00

03

40

.00

04

70

.00

04

00

.00

00

53

1,3

14

42

5.0

20

.84

.22

.01

.70

.30

.00

03

80

.00

05

40

.00

04

60

.00

00

62

8,8

60

52

4.5

20

.34

.21

.91

.60

.30

.00

03

60

.00

05

00

.00

04

30

.00

00

53

0,0

01

24

.52

0.3

4.2

1.9

1.6

0.3

0.0

00

35

0.0

00

50

0.0

00

43

0.0

00

05

30

,35

4

0.5

0.5

0.0

0.0

0.0

0.0

0.0

00

02

0.0

00

03

0.0

00

02

0.0

00

00

98

9

15

5.2

48

.96

.44

.43

.90

.50

.00

25

40

.00

29

80

.00

27

60

.00

03

41

1,2

85

25

4.7

48

.36

.44

.43

.80

.50

.00

25

10

.00

29

20

.00

27

20

.00

03

41

1,3

06

35

5.3

48

.96

.44

.43

.90

.50

.00

25

30

.00

29

60

.00

27

40

.00

03

41

1,3

51

45

4.7

48

.46

.34

.43

.90

.50

.00

25

00

.00

29

30

.00

27

10

.00

03

41

1,3

62

55

5.2

48

.96

.34

.43

.90

.50

.00

25

50

.00

29

60

.00

27

60

.00

03

41

1,3

04

55

.04

8.7

6.4

4.4

3.9

0.5

0.0

02

53

0.0

02

95

0.0

02

74

0.0

00

34

11

,32

2

0.3

0.3

0.1

0.0

0.0

0.0

0.0

00

02

0.0

00

02

0.0

00

02

0.0

00

00

33

17

6.5

67

.68

.96

.15

.40

.70

.00

46

00

.00

52

40

.00

49

20

.00

06

28

,75

0

27

6.5

67

.78

.86

.15

.40

.70

.00

46

30

.00

52

60

.00

49

50

.00

06

28

,71

2

37

6.5

67

.88

.76

.15

.40

.70

.00

46

10

.00

52

40

.00

49

30

.00

06

28

,76

6

47

7.1

68

.58

.76

.15

.50

.70

.00

46

70

.00

52

90

.00

49

80

.00

06

28

,75

7

57

7.3

68

.78

.66

.15

.50

.70

.00

46

80

.00

53

00

.00

49

90

.00

06

28

,77

3

76

.86

8.1

8.7

6.1

5.4

0.7

0.0

04

64

0.0

05

27

0.0

04

95

0.0

00

62

8,7

52

0.4

0.5

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

24

19

9.4

87

.81

1.6

7.9

7.0

0.9

0.0

06

93

0.0

07

63

0.0

07

28

0.0

00

91

7,6

83

29

9.2

87

.81

1.4

7.9

7.0

0.9

0.0

06

95

0.0

07

66

0.0

07

30

0.0

00

91

7,6

59

39

9.9

88

.51

1.3

7.9

7.0

0.9

0.0

06

93

0.0

07

65

0.0

07

29

0.0

00

91

7,7

32

49

9.6

88

.11

1.5

7.9

7.0

0.9

0.0

06

97

0.0

07

67

0.0

07

32

0.0

00

91

7,6

62

59

9.2

87

.71

1.5

7.9

7.0

0.9

0.0

06

98

0.0

07

65

0.0

07

31

0.0

00

91

7,6

39

99

.58

8.0

11

.57

.97

.00

.90

.00

69

50

.00

76

50

.00

73

00

.00

09

17

,67

5

0.3

0.3

0.1

0.0

0.0

0.0

0.0

00

02

0.0

00

01

0.0

00

02

0.0

00

00

35

11

20

.31

06

.31

4.0

9.6

8.5

1.1

0.0

10

46

0.0

11

02

0.0

10

74

0.0

01

34

6,3

03

21

20

.11

06

.31

3.7

9.6

8.5

1.1

0.0

10

47

0.0

11

02

0.0

10

75

0.0

01

34

6,3

00

31

19

.71

05

.71

4.0

9.5

8.4

1.1

0.0

10

40

0.0

10

97

0.0

10

68

0.0

01

34

6,3

03

41

20

.51

06

.51

4.0

9.6

8.5

1.1

0.0

10

48

0.0

11

04

0.0

10

76

0.0

01

35

6,3

05

51

20

.41

06

.51

3.8

9.6

8.5

1.1

0.0

10

49

0.0

11

03

0.0

10

76

0.0

01

34

6,3

06

12

0.2

10

6.3

13

.99

.68

.51

.10

.01

04

60

.01

10

20

.01

07

40

.00

13

46

,30

4

0.3

0.3

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

03

0.0

00

03

0.0

00

00

2

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

12

2.0

4.0

Se

qu

en

ce

11

2.0

2.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

14

2.0

8.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

13

2.0

6.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

15

2.0

10

.0

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788




JP NO.: 15023(04), 15023(08), 15023(07)










Sample I.D.

Chamber

Pressure

(psi)

Axial

Stress

(psi)

Moisture

Content

(%)

Dry

Density

(pcf)

Resilient

Strain

(in/in)

Resilient

Modulus

(psi)

Standard

Deviation

for MR

4mR-1

6.0 1.6 18.0 101.7 0.00011 14627 895

4.2 0.00044 9635 181

5.7 0.00068 8321 19

6.8 0.00098 7018 8

8.7 0.00143 6101 10

4.0 1.6 0.00009 17878 798

4.2 0.00043 9812 114

5.6 0.00067 8409 36

6.8 0.00096 7130 13

8.7 0.00139 6286 10

2.0 1.5 0.00008 19434 1537

4.2 0.00043 9733 85

5.6 0.00067 8432 12

6.8 0.00094 7241 17

8.7 0.00137 6375 7



STPY-128B(009), STPY-128B(008)







Spur Series RM=a(Sd)b

Values for Sd are:

S3=6.0 psi: 1.6, 4.2, 5.7, 6.8, 8.7 psi

S3=4.0 psi: 1.6, 4.2, 5.6, 6.8, 8.7 psi


S3 6.0 psi 4.0 psi 2.0 psi

R2 0.9820 0.9985 0.9982

a 19113 23968 24950

b -0.5084 -0.6207 -0.6381


SHRP P46

BURGESS EGIEERIG AD

TESTIG, IC.

RESILENT MODULUS TESTING-SHRP P46Spur Series @ 95% DRY DEN. & OPT. MOIST.

1000

10000

100000

1 10



S3=6.0 psi S3=4.0 psi S3= 2.0 psi



Date:

Project:

N/A

, JP:

N/A

Client:



Re

sili

en

t M

od

ulu

s T

es

t

Attn: Mr. Jam


SH

RP

P-4

6


Clie

nt

ID:

00

11

3


Clie

nt

Pro

jec

t:S

.H.

6 i

n G

ree

r C

ou

nty

Lo

t N

um

be

r:4

mR

Sample Inform

ation

Sa

mp

le I

D:

4m

R-1

Sa

mp

le D

iam

ete

r, i

n:

4S

am

ple

M.C

., %

:1

8

Sa

mp

le T

yp

e:

Sa

mp

le H

eig

ht,

in

:8

Sa

mp

le D

ry D

en

., p

cf:

10

1.7

Te

st

Da

te:

02

/06

/01

De

sir

ed

M.C

., %

:1

8.3

Fa

iled

in

Sh

ea

r?:

Re

ma

rks

:S

pu

r S

eri

es

Dry

De

n.,

pc

f:1

01

.4T

ria

xia

l S

he

ar

Str

en

gth

, p

si:

CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

DE

SIG

NA

TIO

NS

3S

cy

clic

cl

Pm

ax

Pc

yc

licP

co

nta

ct

Sm

ax

Sc

yc

licS

co

nta

ct

H1

H2

Ha

vg

Er

Mr

UN

ITp

si

ps

i--

-lb

slb

slb

sp

si

ps

ip

si

inc

he

sin

ch

es

inc

he

sin

/in

ps

i

PR

EC

ISIO

N--

---

--

---

---

---

---

---

---

---

---

---

---

---

12

3.4

19

.93

.51

.91

.60

.30

.00

09

20

.00

09

10

.00

09

20

.00

01

11

3,8

09

22

4.5

20

.93

.61

.91

.70

.30

.00

09

80

.00

09

80

.00

09

80

.00

01

21

3,6

19

32

3.4

19

.73

.71

.91

.60

.30

.00

08

50

.00

08

50

.00

08

50

.00

01

11

4,8

14

42

2.7

19

.13

.61

.81

.50

.30

.00

08

10

.00

07

90

.00

08

00

.00

01

01

5,1

80

52

2.1

18

.63

.61

.81

.50

.30

.00

07

50

.00

07

50

.00

07

50

.00

00

91

5,7

12

23

.21

9.6

3.6

1.8

1.6

0.3

0.0

00

86

0.0

00

86

0.0

00

86

0.0

00

11

14

,62

7

0.9

0.9

0.1

0.1

0.1

0.0

0.0

00

09

0.0

00

09

0.0

00

09

0.0

00

01

89

5

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Re

co

v.

De

f. L

VD

T

#2

Re

ad

ing

Av

era

ge

Re

co

v.

De

f. L

VD

T

1 a

nd

2

Re

sili

en

t

Str

ain

Re

sili

en

t

Mo

du

lus

Se

qu

en

ce

16

.02

.0

Ac

tua

l

Ap

plie

d

Cy

clic

Lo

ad

Ac

tua

l

Ap

plie

d

Co

nta

ct

Lo

ad

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Str

es

s

Ac

tua

l

Ap

plie

d

Cy

clic

Str

es

s

Ac

tua

l

Ap

plie

d

Co

nta

ct

Str

es

s

Re

co

v.

De

f. L

VD

T

#1

Re

ad

ing

2/1

9/0

1

PA

RA

ME

TE

R

Ch

am

be

r

Co

nfi

nin

g

Pre

ss

ure

No

min

al

Ma

xim

um

Ax

ial

Str

es

s

Cy

cle

No

.

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Lo

ad

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

15

9.2

53

.25

.94

.74

.20

.50

.00

34

40

.00

34

30

.00

34

40

.00

04

39

,86

8

26

0.3

54

.36

.04

.84

.30

.50

.00

36

90

.00

36

50

.00

36

70

.00

04

69

,42

7

35

7.7

51

.76

.04

.64

.10

.50

.00

34

00

.00

33

80

.00

33

90

.00

04

29

,70

3

46

0.1

54

.25

.94

.84

.30

.50

.00

36

50

.00

36

30

.00

36

40

.00

04

69

,47

8

55

9.0

53

.25

.84

.74

.20

.50

.00

35

10

.00

34

80

.00

34

90

.00

04

49

,69

7

59

.25

3.3

5.9

4.7

4.2

0.5

0.0

03

54

0.0

03

51

0.0

03

53

0.0

00

44

9,6

35

1.0

1.1

0.1

0.1

0.1

0.0

0.0

00

13

0.0

00

12

0.0

00

12

0.0

00

02

18

1

17

9.9

71

.58

.46

.45

.70

.70

.00

54

80

.00

54

70

.00

54

80

.00

06

88

,31

4

27

9.6

71

.38

.36

.35

.70

.70

.00

54

80

.00

54

50

.00

54

60

.00

06

88

,31

4

37

9.8

71

.48

.46

.45

.70

.70

.00

54

80

.00

54

40

.00

54

60

.00

06

88

,33

0

48

0.3

72

.08

.46

.45

.70

.70

.00

55

00

.00

54

80

.00

54

90

.00

06

98

,35

0

57

9.8

71

.48

.36

.45

.70

.70

.00

55

00

.00

54

60

.00

54

80

.00

06

98

,30

1

79

.97

1.5

8.4

6.4

5.7

0.7

0.0

05

49

0.0

05

46

0.0

05

47

0.0

00

68

8,3

21

0.3

0.3

0.1

0.0

0.0

0.0

0.0

00

01

0.0

00

02

0.0

00

01

0.0

00

00

19

19

6.8

85

.91

0.9

7.7

6.8

0.9

0.0

07

79

0.0

07

83

0.0

07

81

0.0

00

98

7,0

05

29

6.5

85

.41

1.0

7.7

6.8

0.9

0.0

07

73

0.0

07

75

0.0

07

74

0.0

00

97

7,0

29

39

7.5

86

.71

0.8

7.8

6.9

0.9

0.0

07

86

0.0

07

88

0.0

07

87

0.0

00

98

7,0

18

49

7.0

86

.11

0.9

7.7

6.9

0.9

0.0

07

81

0.0

07

82

0.0

07

81

0.0

00

98

7,0

21

59

6.9

86

.01

0.9

7.7

6.8

0.9

0.0

07

79

0.0

07

82

0.0

07

81

0.0

00

98

7,0

17

96

.98

6.0

10

.97

.76

.80

.90

.00

78

00

.00

78

20

.00

78

10

.00

09

87

,01

8

0.4

0.5

0.1

0.0

0.0

0.0

0.0

00

05

0.0

00

05

0.0

00

04

0.0

00

01

8

11

22

.71

09

.41

3.4

9.8

8.7

1.1

0.0

11

39

0.0

11

45

0.0

11

42

0.0

01

43

6,0

96

21

22

.61

09

.21

3.4

9.8

8.7

1.1

0.0

11

39

0.0

11

45

0.0

11

42

0.0

01

43

6,0

89

31

22

.81

09

.71

3.2

9.8

8.7

1.0

0.0

11

42

0.0

11

48

0.0

11

45

0.0

01

43

6,0

97

41

23

.41

10

.01

3.3

9.8

8.8

1.1

0.0

11

44

0.0

11

50

0.0

11

47

0.0

01

43

6,1

09

51

23

.01

09

.71

3.3

9.8

8.7

1.1

0.0

11

39

0.0

11

47

0.0

11

43

0.0

01

43

6,1

12

12

2.9

10

9.6

13

.39

.88

.71

.10

.01

14

10

.01

14

70

.01

14

40

.00

14

36

,10

1

0.3

0.3

0.1

0.0

0.0

0.0

0.0

00

02

0.0

00

02

0.0

00

02

0.0

00

00

10

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

46

.08

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

56

.01

0.0

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

36

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

26

.04

.0

CO

LU

MN

AV

ER

AG

E

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

4.4

20

.24

.21

.91

.60

.30

.00

07

50

.00

07

40

.00

07

40

.00

00

91

7,2

44

22

3.3

19

.04

.31

.91

.50

.30

.00

06

50

.00

06

60

.00

06

60

.00

00

81

8,4

55

32

2.7

18

.54

.11

.81

.50

.30

.00

06

20

.00

06

30

.00

06

30

.00

00

81

8,7

77

42

3.7

19

.64

.11

.91

.60

.30

.00

06

90

.00

07

00

.00

06

90

.00

00

91

8,0

27

52

4.7

20

.54

.22

.01

.60

.30

.00

07

70

.00

07

70

.00

07

70

.00

01

01

6,8

88

23

.71

9.6

4.2

1.9

1.6

0.3

0.0

00

70

0.0

00

70

0.0

00

70

0.0

00

09

17

,87

8

0.8

0.8

0.1

0.1

0.1

0.0

0.0

00

06

0.0

00

06

0.0

00

06

0.0

00

01

79

8

15

8.1

51

.46

.74

.64

.10

.50

.00

32

80

.00

32

60

.00

32

70

.00

04

11

0,0

08

26

0.8

54

.16

.74

.84

.30

.50

.00

35

20

.00

35

10

.00

35

20

.00

04

49

,80

3

35

9.6

52

.86

.84

.74

.20

.50

.00

34

70

.00

34

30

.00

34

50

.00

04

39

,74

7

45

9.3

52

.76

.64

.74

.20

.50

.00

34

50

.00

34

50

.00

34

50

.00

04

39

,71

8

55

9.4

52

.56

.94

.74

.20

.60

.00

34

30

.00

34

10

.00

34

20

.00

04

39

,78

4

59

.45

2.7

6.7

4.7

4.2

0.5

0.0

03

43

0.0

03

41

0.0

03

42

0.0

00

43

9,8

12

1.0

1.0

0.1

0.1

0.1

0.0

0.0

00

09

0.0

00

10

0.0

00

09

0.0

00

01

11

4

17

9.6

70

.78

.96

.35

.60

.70

.00

53

50

.00

53

70

.00

53

60

.00

06

78

,40

8

27

8.6

69

.88

.96

.35

.60

.70

.00

52

70

.00

52

40

.00

52

50

.00

06

68

,45

6

37

9.0

70

.18

.96

.35

.60

.70

.00

53

00

.00

53

00

.00

53

00

.00

06

68

,42

8

47

9.5

70

.49

.16

.35

.60

.70

.00

53

40

.00

53

40

.00

53

40

.00

06

78

,39

6

57

9.5

70

.59

.06

.35

.60

.70

.00

53

80

.00

53

60

.00

53

70

.00

06

78

,35

9

79

.27

0.3

8.9

6.3

5.6

0.7

0.0

05

33

0.0

05

32

0.0

05

32

0.0

00

67

8,4

09

0.4

0.4

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

05

0.0

00

05

0.0

00

01

36

19

6.9

85

.51

1.4

7.7

6.8

0.9

0.0

07

64

0.0

07

67

0.0

07

66

0.0

00

96

7,1

11

29

6.9

85

.61

1.3

7.7

6.8

0.9

0.0

07

61

0.0

07

65

0.0

07

63

0.0

00

95

7,1

45

39

7.0

85

.71

1.3

7.7

6.8

0.9

0.0

07

63

0.0

07

68

0.0

07

66

0.0

00

96

7,1

27

49

7.0

85

.71

1.3

7.7

6.8

0.9

0.0

07

63

0.0

07

69

0.0

07

66

0.0

00

96

7,1

27

59

6.6

85

.21

1.3

7.7

6.8

0.9

0.0

07

57

0.0

07

64

0.0

07

60

0.0

00

95

7,1

40

96

.98

5.5

11

.37

.76

.80

.90

.00

76

20

.00

76

70

.00

76

40

.00

09

67

,13

0

0.2

0.2

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

02

0.0

00

03

0.0

00

00

13

11

23

.11

09

.31

3.7

9.8

8.7

1.1

0.0

11

04

0.0

11

11

0.0

11

07

0.0

01

38

6,2

90

21

23

.31

09

.71

3.6

9.8

8.7

1.1

0.0

11

08

0.0

11

16

0.0

11

12

0.0

01

39

6,2

82

31

23

.41

10

.01

3.4

9.8

8.8

1.1

0.0

11

13

0.0

11

19

0.0

11

16

0.0

01

40

6,2

74

41

23

.61

09

.91

3.7

9.8

8.7

1.1

0.0

11

10

0.0

11

18

0.0

11

14

0.0

01

39

6,2

82

51

23

.71

10

.11

3.6

9.8

8.8

1.1

0.0

11

08

0.0

11

18

0.0

11

13

0.0

01

39

6,3

00

12

3.4

10

9.8

13

.69

.88

.71

.10

.01

10

90

.01

11

60

.01

11

20

.00

13

96

,28

6

0.2

0.3

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

03

0.0

00

03

0.0

00

00

10

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

10

4.0

10

.0

CO

LU

MN

AV

ER

AG

E

Se

qu

en

ce

84

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

94

.08

.0

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

74

.04

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

64

.02

.0

CO

LU

MN

AV

ER

AG

E

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

3.4

19

.73

.71

.91

.60

.30

.00

07

10

.00

07

10

.00

07

10

.00

00

91

7,7

73

22

3.5

19

.63

.81

.91

.60

.30

.00

06

90

.00

06

90

.00

06

90

.00

00

91

8,1

78

32

2.1

18

.23

.91

.81

.50

.30

.00

05

40

.00

05

40

.00

05

40

.00

00

72

1,5

69

42

2.1

18

.23

.91

.81

.50

.30

.00

05

80

.00

05

70

.00

05

80

.00

00

72

0,1

82

52

3.3

19

.43

.81

.91

.60

.30

.00

06

40

.00

06

30

.00

06

40

.00

00

81

9,4

68

22

.91

9.1

3.8

1.8

1.5

0.3

0.0

00

63

0.0

00

63

0.0

00

63

0.0

00

08

19

,43

4

0.7

0.8

0.1

0.1

0.1

0.0

0.0

00

07

0.0

00

07

0.0

00

07

0.0

00

01

1,5

37

15

8.6

52

.56

.14

.74

.20

.50

.00

34

30

.00

34

30

.00

34

30

.00

04

39

,75

1

25

8.9

52

.66

.34

.74

.20

.50

.00

34

10

.00

34

10

.00

34

10

.00

04

39

,82

9

35

9.3

52

.96

.44

.74

.20

.50

.00

34

50

.00

34

30

.00

34

40

.00

04

39

,79

6

45

9.3

53

.16

.24

.74

.20

.50

.00

35

10

.00

34

90

.00

35

00

.00

04

49

,66

1

55

8.9

52

.66

.24

.74

.20

.50

.00

34

90

.00

34

70

.00

34

80

.00

04

39

,63

1

59

.05

2.7

6.2

4.7

4.2

0.5

0.0

03

46

0.0

03

44

0.0

03

45

0.0

00

43

9,7

33

0.3

0.2

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

03

0.0

00

04

0.0

00

00

85

18

0.0

71

.28

.96

.45

.70

.70

.00

53

60

.00

53

70

.00

53

60

.00

06

78

,44

7

27

9.2

70

.28

.96

.35

.60

.70

.00

53

00

.00

52

90

.00

53

00

.00

06

68

,44

3

37

8.9

70

.18

.86

.35

.60

.70

.00

53

20

.00

52

80

.00

53

00

.00

06

68

,41

9

48

0.1

71

.38

.86

.45

.70

.70

.00

54

00

.00

53

90

.00

53

90

.00

06

78

,42

4

57

9.4

70

.39

.06

.35

.60

.70

.00

53

30

.00

53

00

.00

53

10

.00

06

68

,42

8

79

.57

0.6

8.9

6.3

5.6

0.7

0.0

05

34

0.0

05

33

0.0

05

33

0.0

00

67

8,4

32

0.5

0.6

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

05

0.0

00

04

0.0

00

01

12

19

6.3

85

.11

1.3

7.7

6.8

0.9

0.0

07

45

0.0

07

48

0.0

07

46

0.0

00

93

7,2

61

29

6.8

85

.31

1.5

7.7

6.8

0.9

0.0

07

48

0.0

07

54

0.0

07

51

0.0

00

94

7,2

33

39

7.1

85

.71

1.4

7.7

6.8

0.9

0.0

07

50

0.0

07

55

0.0

07

52

0.0

00

94

7,2

56

49

7.1

85

.51

1.6

7.7

6.8

0.9

0.0

07

53

0.0

07

56

0.0

07

54

0.0

00

94

7,2

20

59

7.0

85

.41

1.6

7.7

6.8

0.9

0.0

07

49

0.0

07

54

0.0

07

51

0.0

00

94

7,2

37

96

.98

5.4

11

.57

.76

.80

.90

.00

74

90

.00

75

30

.00

75

10

.00

09

47

,24

1

0.3

0.2

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

17

11

22

.71

08

.91

3.8

9.8

8.7

1.1

0.0

10

86

0.0

10

93

0.0

10

90

0.0

01

36

6,3

66

21

23

.31

09

.41

3.9

9.8

8.7

1.1

0.0

10

88

0.0

10

96

0.0

10

92

0.0

01

36

6,3

82

31

23

.11

09

.31

3.8

9.8

8.7

1.1

0.0

10

88

0.0

10

96

0.0

10

92

0.0

01

37

6,3

72

41

23

.51

09

.71

3.8

9.8

8.7

1.1

0.0

10

92

0.0

11

00

0.0

10

96

0.0

01

37

6,3

73

51

23

.51

09

.81

3.7

9.8

8.7

1.1

0.0

10

92

0.0

11

01

0.0

10

96

0.0

01

37

6,3

82

12

3.2

10

9.4

13

.89

.88

.71

.10

.01

08

90

.01

09

70

.01

09

30

.00

13

76

,37

5

0.3

0.3

0.1

0.0

0.0

0.0

0.0

00

02

0.0

00

03

0.0

00

03

0.0

00

00

7

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

15

2.0

10

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

14

2.0

8.0

Se

qu

en

ce

12

2.0

4.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

13

2.0

6.0

Se

qu

en

ce

11

2.0

2.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788

BURGESS ENGINEERING AND TESTING, INC. FOR PEDOLOGICAL SOIL SURVEY


JP NO.: 15023(04), 15023(08), 15023(07)










Sample I.D.

Chamber

Pressure

(psi)

Axial

Stress

(psi)

Moisture

Content

(%)

Dry

Density

(pcf)

Resilient

Strain

(in/in)

Resilient

Modulus

(psi)

Standard

Deviation

for MR

4mR-2

6.0 1.5 20.5 104.8 0.00003 47136 986

3.8 0.00036 10663 83

4.9 0.00066 7458 29

6.4 0.00119 5359 15

8.0 0.00174 4591 19

4.0 1.5 0.00003 45301 860

3.7 0.00034 11057 83

5.0 0.00063 7909 12

6.4 0.00112 5754 31

8.1 0.00168 4814 22

2.0 1.7 0.00002 87288 6764

3.6 0.00019 18641 263

5.1 0.00041 12507 46

6.5 0.00078 8447 51

8.0 0.00125 6459 28



STPY-128B(009), STPY-128B(008)







Spur Series RM=a(Sd)b

Values for Sd are:

S3=6.0 psi: 1.5, 3.8, 4.9, 6.4, 8.0 psi

S3=4.0 psi: 1.5, 3.7, 5.0, 6.4, 8.1 psi


S3 6.0 psi 4.0 psi 2.0 psi

R2 0.9891 0.9893 0.9873

a 78700 73218 192453

b -1.4309 -1.3562 -1.6747


SHRP P46

BURGESS EGIEERIG AD

TESTIG, IC.

RESILENT MODULUS TESTING-SHRP P46Spur Series @ MAX. DEN. & 2% OVER MC.

1000

10000

100000

1 10



S3=6.0 psi S3=4.0 psi S3= 2.0 psi



Date:

Project:

N/A

, JP:

N/A

Client:



Re

sili

en

t M

od

ulu

s T

es

t

Attn: Mr. Jam


SH

RP

P-4

6


Clie

nt

ID:

00

11

3


Clie

nt

Pro

jec

t:S

.H.

6 i

n G

ree

r C

ou

nty

Lo

t N

um

be

r:4

mR

Sample Inform

ation

Sa

mp

le I

D:

4m

R-2

Sa

mp

le D

iam

ete

r, i

n:

4S

am

ple

M.C

., %

:2

0.5

Sa

mp

le T

yp

e:

Sa

mp

le H

eig

ht,

in

:8

Sa

mp

le D

ry D

en

., p

cf:

10

4.8

Te

st

Da

te:

02

/06

/01

De

sir

ed

M.C

., %

:2

0.3

Fa

iled

in

Sh

ea

r?:

Re

ma

rks

:S

pu

r S

eri

es

Dry

De

n.,

pc

f:1

04

.5T

ria

xia

l S

he

ar

Str

en

gth

, p

si:

CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

DE

SIG

NA

TIO

NS

3S

cy

clic

cl

Pm

ax

Pc

yc

licP

co

nta

ct

Sm

ax

Sc

yc

licS

co

nta

ct

H1

H2

Ha

vg

Er

Mr

UN

ITp

si

ps

i--

-lb

slb

slb

sp

si

ps

ip

si

inc

he

sin

ch

es

inc

he

sin

/in

ps

i

PR

EC

ISIO

N--

---

--

---

---

---

---

---

---

---

---

---

---

---

12

3.1

19

.04

.11

.81

.50

.30

.00

03

20

.00

01

80

.00

02

50

.00

00

34

8,0

29

22

3.4

19

.34

.11

.91

.50

.30

.00

03

40

.00

01

90

.00

02

70

.00

00

34

6,2

22

32

3.4

19

.14

.21

.91

.50

.30

.00

03

30

.00

01

80

.00

02

60

.00

00

34

7,7

48

42

3.0

18

.94

.01

.81

.50

.30

.00

03

20

.00

02

10

.00

02

60

.00

00

34

5,9

16

52

2.9

18

.84

.01

.81

.50

.30

.00

03

10

.00

01

90

.00

02

50

.00

00

34

7,7

65

23

.11

9.0

4.1

1.8

1.5

0.3

0.0

00

32

0.0

00

19

0.0

00

26

0.0

00

03

47

,13

6

0.2

0.2

0.1

0.0

0.0

0.0

0.0

00

01

0.0

00

01

0.0

00

01

0.0

00

00

98

6

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Re

co

v.

De

f. L

VD

T

#2

Re

ad

ing

Av

era

ge

Re

co

v.

De

f. L

VD

T

1 a

nd

2

Re

sili

en

t

Str

ain

Re

sili

en

t

Mo

du

lus

Se

qu

en

ce

16

.02

.0

Ac

tua

l

Ap

plie

d

Cy

clic

Lo

ad

Ac

tua

l

Ap

plie

d

Co

nta

ct

Lo

ad

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Str

es

s

Ac

tua

l

Ap

plie

d

Cy

clic

Str

es

s

Ac

tua

l

Ap

plie

d

Co

nta

ct

Str

es

s

Re

co

v.

De

f. L

VD

T

#1

Re

ad

ing

2/1

9/0

1

PA

RA

ME

TE

R

Ch

am

be

r

Co

nfi

nin

g

Pre

ss

ure

No

min

al

Ma

xim

um

Ax

ial

Str

es

s

Cy

cle

No

.

Ac

tua

l

Ap

plie

d

Ma

x.

Ax

ial

Lo

ad

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

15

4.9

48

.56

.44

.43

.90

.50

.00

31

20

.00

26

90

.00

29

00

.00

03

61

0,6

41

25

4.2

47

.86

.34

.33

.80

.50

.00

31

10

.00

26

70

.00

28

90

.00

03

61

0,5

41

35

3.7

47

.46

.34

.33

.80

.50

.00

30

30

.00

26

00

.00

28

20

.00

03

51

0,7

23

45

3.4

47

.16

.44

.23

.70

.50

.00

30

20

.00

25

60

.00

27

90

.00

03

51

0,7

55

55

4.3

47

.96

.34

.33

.80

.50

.00

30

80

.00

26

50

.00

28

60

.00

03

61

0,6

56

54

.14

7.8

6.3

4.3

3.8

0.5

0.0

03

07

0.0

02

63

0.0

02

85

0.0

00

36

10

,66

3

0.6

0.6

0.0

0.0

0.0

0.0

0.0

00

05

0.0

00

05

0.0

00

05

0.0

00

01

83

17

1.0

62

.28

.95

.74

.90

.70

.00

55

50

.00

50

80

.00

53

20

.00

06

67

,45

1

27

0.6

61

.98

.75

.64

.90

.70

.00

55

00

.00

50

50

.00

52

70

.00

06

67

,47

8

37

0.2

61

.48

.85

.64

.90

.70

.00

55

10

.00

50

30

.00

52

70

.00

06

67

,42

0

47

0.7

62

.08

.75

.64

.90

.70

.00

54

90

.00

50

40

.00

52

70

.00

06

67

,49

6

57

1.2

62

.48

.95

.75

.00

.70

.00

55

60

.00

51

10

.00

53

30

.00

06

77

,44

6

70

.86

2.0

8.8

5.6

4.9

0.7

0.0

05

52

0.0

05

06

0.0

05

29

0.0

00

66

7,4

58

0.4

0.4

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

29

19

0.7

79

.61

1.1

7.2

6.3

0.9

0.0

09

78

0.0

09

23

0.0

09

50

0.0

01

19

5,3

34

29

0.8

79

.41

1.4

7.2

6.3

0.9

0.0

09

72

0.0

09

17

0.0

09

44

0.0

01

18

5,3

55

39

1.4

80

.01

1.4

7.3

6.4

0.9

0.0

09

80

0.0

09

20

0.0

09

50

0.0

01

19

5,3

66

49

1.8

80

.51

1.3

7.3

6.4

0.9

0.0

09

83

0.0

09

27

0.0

09

55

0.0

01

19

5,3

65

59

1.5

80

.31

1.2

7.3

6.4

0.9

0.0

09

81

0.0

09

23

0.0

09

52

0.0

01

19

5,3

74

91

.28

0.0

11

.37

.36

.40

.90

.00

97

90

.00

92

20

.00

95

00

.00

11

95

,35

9

0.5

0.4

0.1

0.0

0.0

0.0

0.0

00

04

0.0

00

04

0.0

00

04

0.0

00

00

15

11

12

.99

9.2

13

.79

.07

.91

.10

.01

42

50

.01

34

70

.01

38

60

.00

17

34

,55

7

21

13

.69

9.8

13

.89

.17

.91

.10

.01

42

20

.01

34

40

.01

38

30

.00

17

34

,59

6

31

14

.11

00

.31

3.8

9.1

8.0

1.1

0.0

14

28

0.0

13

50

0.0

13

89

0.0

01

74

4,5

96

41

14

.31

00

.51

3.8

9.1

8.0

1.1

0.0

14

29

0.0

13

52

0.0

13

91

0.0

01

74

4,6

03

51

14

.61

01

.01

3.6

9.1

8.0

1.1

0.0

14

36

0.0

13

59

0.0

13

97

0.0

01

75

4,6

03

11

3.9

10

0.2

13

.89

.18

.01

.10

.01

42

80

.01

35

00

.01

38

90

.00

17

44

,59

1

0.7

0.7

0.1

0.0

0.1

0.0

0.0

00

05

0.0

00

06

0.0

00

05

0.0

00

01

19

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

46

.08

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

56

.01

0.0

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

36

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

26

.04

.0

CO

LU

MN

AV

ER

AG

E

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

3.7

19

.04

.71

.91

.50

.40

.00

03

30

.00

02

00

.00

02

70

.00

00

34

5,0

59

22

3.9

19

.24

.71

.91

.50

.40

.00

03

30

.00

02

00

.00

02

60

.00

00

34

6,7

95

32

4.5

19

.74

.71

.91

.60

.40

.00

03

50

.00

02

10

.00

02

80

.00

00

44

4,8

49

42

4.0

19

.44

.71

.91

.50

.40

.00

03

40

.00

02

10

.00

02

80

.00

00

34

4,6

34

52

3.9

19

.24

.71

.91

.50

.40

.00

03

30

.00

02

10

.00

02

70

.00

00

34

5,1

68

24

.01

9.3

4.7

1.9

1.5

0.4

0.0

00

34

0.0

00

21

0.0

00

27

0.0

00

03

45

,30

1

0.3

0.3

0.0

0.0

0.0

0.0

0.0

00

01

0.0

00

01

0.0

00

01

0.0

00

00

86

0

15

3.8

46

.96

.94

.33

.70

.60

.00

29

30

.00

25

20

.00

27

20

.00

03

41

0,9

79

25

4.0

47

.17

.04

.33

.70

.60

.00

29

40

.00

25

10

.00

27

30

.00

03

41

1,0

03

35

3.5

46

.66

.94

.33

.70

.60

.00

28

70

.00

24

50

.00

26

60

.00

03

31

1,1

78

45

3.9

46

.97

.04

.33

.70

.60

.00

29

00

.00

24

80

.00

26

90

.00

03

41

1,1

07

55

4.3

47

.27

.14

.33

.80

.60

.00

29

40

.00

25

10

.00

27

30

.00

03

41

1,0

20

53

.94

7.0

7.0

4.3

3.7

0.6

0.0

02

92

0.0

02

49

0.0

02

70

0.0

00

34

11

,05

7

0.3

0.2

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

83

17

0.6

62

.38

.35

.65

.00

.70

.00

52

40

.00

47

80

.00

50

10

.00

06

37

,92

5

27

0.4

62

.48

.05

.65

.00

.60

.00

52

60

.00

47

90

.00

50

30

.00

06

37

,90

7

37

0.3

61

.98

.35

.64

.90

.70

.00

52

30

.00

47

70

.00

50

00

.00

06

27

,89

6

47

0.6

62

.38

.35

.65

.00

.70

.00

52

50

.00

48

00

.00

50

20

.00

06

37

,89

9

57

0.4

62

.38

.15

.65

.00

.70

.00

52

40

.00

47

80

.00

50

10

.00

06

37

,91

8

70

.56

2.2

8.2

5.6

5.0

0.7

0.0

05

24

0.0

04

78

0.0

05

01

0.0

00

63

7,9

09

0.1

0.2

0.2

0.0

0.0

0.0

0.0

00

01

0.0

00

01

0.0

00

01

0.0

00

00

12

19

1.3

80

.71

0.6

7.3

6.4

0.8

0.0

09

27

0.0

08

61

0.0

08

94

0.0

01

12

5,7

52

29

1.6

80

.91

0.8

7.3

6.4

0.9

0.0

09

28

0.0

08

62

0.0

08

95

0.0

01

12

5,7

54

39

1.5

80

.71

0.8

7.3

6.4

0.9

0.0

09

35

0.0

08

69

0.0

09

02

0.0

01

13

5,7

04

49

2.1

81

.31

0.7

7.3

6.5

0.9

0.0

09

29

0.0

08

65

0.0

08

97

0.0

01

12

5,7

74

59

2.2

81

.21

0.9

7.3

6.5

0.9

0.0

09

28

0.0

08

61

0.0

08

95

0.0

01

12

5,7

84

91

.88

1.0

10

.87

.36

.40

.90

.00

92

90

.00

86

40

.00

89

60

.00

11

25

,75

4

0.4

0.3

0.1

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

31

11

13

.91

00

.61

3.3

9.1

8.0

1.1

0.0

13

71

0.0

12

97

0.0

13

34

0.0

01

67

4,8

04

21

14

.21

01

.11

3.1

9.1

8.0

1.0

0.0

13

85

0.0

13

08

0.0

13

47

0.0

01

68

4,7

83

31

14

.91

01

.71

3.2

9.2

8.1

1.0

0.0

13

84

0.0

13

03

0.0

13

43

0.0

01

68

4,8

24

41

14

.51

01

.21

3.3

9.1

8.0

1.1

0.0

13

78

0.0

12

99

0.0

13

39

0.0

01

67

4,8

15

51

15

.41

02

.11

3.3

9.2

8.1

1.1

0.0

13

81

0.0

13

05

0.0

13

43

0.0

01

68

4,8

43

11

4.6

10

1.4

13

.29

.18

.11

.10

.01

38

00

.01

30

20

.01

34

10

.00

16

84

,81

4

0.6

0.6

0.1

0.0

0.0

0.0

0.0

00

06

0.0

00

04

0.0

00

05

0.0

00

01

22

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

10

4.0

10

.0

CO

LU

MN

AV

ER

AG

E

Se

qu

en

ce

84

.06

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

94

.08

.0

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

74

.04

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

64

.02

.0

CO

LU

MN

AV

ER

AG

E

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788


CO

LU

MN

#1

23

45

67

89

10

11

12

13

14

12

4.5

20

.53

.91

.91

.60

.30

.00

01

80

.00

01

00

.00

01

40

.00

00

29

2,2

50

22

4.9

21

.03

.92

.01

.70

.30

.00

02

30

.00

01

20

.00

01

70

.00

00

27

7,1

28

32

5.1

21

.23

.92

.01

.70

.30

.00

01

90

.00

01

00

.00

01

40

.00

00

29

4,2

96

42

4.5

20

.53

.91

.91

.60

.30

.00

02

00

.00

01

10

.00

01

50

.00

00

28

4,8

95

52

4.6

20

.64

.02

.01

.60

.30

.00

02

00

.00

01

00

.00

01

50

.00

00

28

7,8

70

24

.72

0.8

3.9

2.0

1.7

0.3

0.0

00

20

0.0

00

11

0.0

00

15

0.0

00

02

87

,28

8

0.3

0.3

0.0

0.0

0.0

0.0

0.0

00

02

0.0

00

01

0.0

00

01

0.0

00

00

6,7

64

15

2.6

46

.06

.64

.23

.70

.50

.00

16

70

.00

14

90

.00

15

80

.00

02

01

8,5

17

25

1.7

45

.16

.64

.13

.60

.50

.00

16

20

.00

14

20

.00

15

20

.00

01

91

8,8

49

35

1.8

45

.26

.64

.13

.60

.50

.00

16

10

.00

14

20

.00

15

20

.00

01

91

8,9

85

45

2.1

45

.66

.64

.13

.60

.50

.00

16

70

.00

14

70

.00

15

70

.00

02

01

8,4

91

55

1.7

45

.16

.64

.13

.60

.50

.00

16

70

.00

14

60

.00

15

60

.00

02

01

8,3

63

52

.04

5.4

6.6

4.1

3.6

0.5

0.0

01

65

0.0

01

45

0.0

01

55

0.0

00

19

18

,64

1

0.4

0.4

0.0

0.0

0.0

0.0

0.0

00

03

0.0

00

03

0.0

00

03

0.0

00

00

26

3

17

2.6

63

.59

.15

.85

.10

.70

.00

33

50

.00

30

80

.00

32

20

.00

04

01

2,5

85

27

2.5

63

.68

.95

.85

.10

.70

.00

33

80

.00

31

20

.00

32

50

.00

04

11

2,4

70

37

2.7

63

.88

.95

.85

.10

.70

.00

33

80

.00

31

20

.00

32

50

.00

04

11

2,5

14

47

2.9

63

.89

.15

.85

.10

.70

.00

33

80

.00

31

20

.00

32

50

.00

04

11

2,4

85

57

2.9

63

.99

.05

.85

.10

.70

.00

33

90

.00

31

40

.00

32

60

.00

04

11

2,4

82

72

.76

3.7

9.0

5.8

5.1

0.7

0.0

03

38

0.0

03

12

0.0

03

25

0.0

00

41

12

,50

7

0.2

0.2

0.1

0.0

0.0

0.0

0.0

00

02

0.0

00

02

0.0

00

02

0.0

00

00

46

19

2.9

81

.81

1.1

7.4

6.5

0.9

0.0

06

31

0.0

05

92

0.0

06

12

0.0

00

76

8,5

22

29

3.4

82

.21

1.2

7.4

6.5

0.9

0.0

06

42

0.0

06

03

0.0

06

23

0.0

00

78

8,4

08

39

3.5

82

.41

1.1

7.4

6.6

0.9

0.0

06

38

0.0

05

99

0.0

06

19

0.0

00

77

8,4

77

49

3.9

82

.81

1.1

7.5

6.6

0.9

0.0

06

45

0.0

06

08

0.0

06

26

0.0

00

78

8,4

18

59

3.2

82

.21

1.1

7.4

6.5

0.9

0.0

06

41

0.0

06

03

0.0

06

22

0.0

00

78

8,4

08

93

.48

2.3

11

.17

.46

.50

.90

.00

63

90

.00

60

10

.00

62

00

.00

07

88

,44

7

0.4

0.3

0.0

0.0

0.0

0.0

0.0

00

05

0.0

00

06

0.0

00

06

0.0

00

01

51

11

14

.41

00

.71

3.8

9.1

8.0

1.1

0.0

10

07

0.0

09

64

0.0

09

86

0.0

01

23

6,5

03

21

14

.41

00

.81

3.6

9.1

8.0

1.1

0.0

10

19

0.0

09

73

0.0

09

96

0.0

01

24

6,4

50

31

14

.81

01

.11

3.7

9.1

8.0

1.1

0.0

10

19

0.0

09

73

0.0

09

96

0.0

01

24

6,4

66

41

15

.51

01

.91

3.6

9.2

8.1

1.1

0.0

10

32

0.0

09

86

0.0

10

09

0.0

01

26

6,4

35

51

14

.91

01

.21

3.7

9.2

8.1

1.1

0.0

10

22

0.0

09

80

0.0

10

01

0.0

01

25

6,4

40

11

4.8

10

1.1

13

.79

.18

.01

.10

.01

02

00

.00

97

50

.00

99

70

.00

12

56

,45

9

0.4

0.5

0.1

0.0

0.0

0.0

0.0

00

09

0.0

00

08

0.0

00

08

0.0

00

01

28

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

15

2.0

10

.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

14

2.0

8.0

Se

qu

en

ce

12

2.0

4.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

Se

qu

en

ce

13

2.0

6.0

Se

qu

en

ce

11

2.0

2.0

CO

LU

MN

AV

ER

AG

E

ST

AN

DA

RD

DE

V.

2603 N

. S

hie

lds B

lvd. *

Moore

, O

K 7

3160 *

TE

L (405) 790-0

488 *

FA

X (405) 790-0

788

Appendix E


S.H. 6, GREER COU TY, OKLAHOMA * BALDISCHWILER * B.E.T., Inc.

SHRIK/SWELL FACTORS FOR EACH SERIES

STATE HIGHWAY 6

I GREER COUTY


JP O.: 15023(04), 15023(08), 15023(07)

G-00113

Soil Series Sub-horizon Shrinkage (%) Swell (%)

Enterprise Series B-Composite 7.79%

Hollister Series B-Composite 8.04%

Lawton Series B-Composite 1.08%

Spur Series B-Composite 5.19%

Remark:

Alluvial soils are used Enterprise, Hollister and Spur Series for in-place density

Residual/Terrace soils is used for Lawton Series for in-place density

Appendix F



STATIO EXTET FOR SOIL SERIES

STATE HIGHWAY 6

I GREER COUTY


JP O.: 15023(04), 15023(08), 15023(07)

G-00113

Soil Series Station Extent

Spur clay loam (SM) 0 to 1 % slopes 470+00

(BOP) to 471.33+00

Enterprise very fine sandy loam (EnD) 5 to 8 % slopes 471.33+00 to 475+00

Enterprise very fine sandy loam (EnB) 1 to 3 % slopes 475+00 to 476+67

Lawton loam (LtA) 0 to 1 % slopes 476+67 to 525+73

Hollister clay loam (HcA) 0 to 1 % slopes 525+73 to 552+50


Lawton loam (LtB) 1 to 3 % slopes 563+50 to 578+80


Lawton loam (LtB) 1 to 3 % slopes 602+63 to 621+10




Lawton loam (LtA) 0 to 1 % slopes 680+00 to 771+64.187

(EOP)

Appendix G

ETERPRISE

Date SC Updated: 07/17/1998

MO Responsible: 9 (TEMPLE, TEXAS)

State Type Location: TX

Series Status: E

Classification

Subgroup

Soil Order: INCEPTISOLS

Suborder: USTEPTS

Great Group: HAPLUSTEPTS

Subgroup Modifier: TYPIC

Family

Particle Size: COARSE-SILTY

Particle Size Modifier:

Mineralogy: MIXED

CEC Activity: SUPERACTIVE

Reaction:

Soil Temperature: THERMIC

Other:

Series Dates

Origin Year:

Established Year: 1924

Description Date: 08/1998

Date Description Updated: 08/11/1998

States Using: OK TX

MLRAs Using: 77E 78B 78C 78D

LOCATION ENTERPRISE TX+OK

Established Series

Rev. DDR:CRC

8/98

ETERPRISE SERIES

The Enterprise series consists of very deep, well drained, moderately rapidly permeable soils that

formed in loamy eolian materials. These soils are on nearly level to moderately steep terrace

pediments on uplands in the Central Rolling Red Plains (MLRA 78B, 78C). Slopes range from 0

to 20 percent.

TAXOOMIC CLASS: Coarse-silty, mixed, superactive, thermic Typic Haplustepts

TYPICAL PEDO: Enterprise very fine sandy loam--cropland. (Colors are for dry soil unless

otherwise stated.)

Ap--0 to 10 inches; reddish brown (5YR 5/4) very fine sandy loam, dark reddish brown (5YR

3/4) moist; structureless; soft, very friable; common fine roots; slightly alkaline; abrupt smooth

boundary. (0 to 12 inches thick)

A--10 to 18 inches; reddish brown (5YR 5/4) very fine sandy loam, dark reddish brown (5YR

3/4) moist; weak medium subangular blocky and granular structure; soft, very friable; few fine

roots; few fine pores; slightly alkaline; gradual smooth boundary. (7 to 36 inches thick)

Bk--18 to 40 inches; reddish brown (5YR 5/4) very fine sandy loam, reddish brown (5YR 4/4)

moist; weak medium subangular blocky structure; slightly hard, friable; few fine roots; few fine

pores; common white threads and films of calcium carbonate; violently effervescent, moderately

alkaline; gradual smooth boundary. (12 to 36 inches thick)

BC--40 to 60 inches; reddish brown (5YR 5/4) very fine sandy loam, yellowish red (5YR 4/6)

moist; weak medium and coarse subangular blocky structure; slightly hard, friable; few fine

pores; few faint films and threads of calcium carbonate in upper part; violently effervescent;

moderately alkaline.

TYPE LOCATIO: Cottle County, Texas; from the village of Chalk; 1.9 miles west on Farm

Road 1278; 0.8 mile north on county road; 50 feet west in a cultivated field.

RAGE I CHARACTERISTICS: Depth to carbonates ranges from 0 to 30 inches. Texture is

very fine sandy loam, loam, or silt loam throughout.

The A horizon has hue of 5YR or 7.5YR, value of 4 to 6, and chroma of 3 to 6. Reaction is

neutral to moderately alkaline.

The Bk and BC horizons have hue of 2.5YR to 7.5YR, value of 5 or 6, and chroma of 3 to 8.

Texture is very fine sandy loam, loam or silt loam. Reaction is slightly or moderately alkaline. In

some pedons soft sandstone occurs at depths of 50 to 80 inches.

COMPETIG SERIES: These are the Deepwood (OK), Gotebo (OK), and Woodward (OK)

series. Similar soils are the Apalo, Dill, Hardeman, Minco, Noble, Quinlan, Reinach and Spade

series. Deepwood soils derived from materials weathered from Permian age sediments. Gotebo

and Woodward soils have soft bedrock at a depth of 20 to 40 inches. Apalo soils are not

calcareous in the control section. Dill, Hardeman, Noble, and Spade soils have a coarse-loamy

particle-size control section. Minco and Reinach soils have a mollic epipedon. Quinlan soils are

less than 20 inches deep to soft sandstone.

GEOGRAPHIC SETTIG: Enterprise soils are on terrace pediments of uplands having

convex to plane surfaces. Slope gradients are mostly 0 to 8 percent, but range up to 20 percent.

The soil formed in as much as 20 feet of medium textured eolian material which has blown from

the channels of nearby streams. Mean annual precipitation ranges from 20 to 28 inches, and

mean annual temperature ranges from 59 to 65 degrees F. Frost free days range from 200 to 240

days and elevation ranges from 1,000 to 2,100 feet. Thornthwaite annual P-E indices range from

32 to 44.

GEOGRAPHICALLY ASSOCIATED SOILS: These are the Hardeman, Miles, Springer, and

Tivoli series. Hardeman soils have a coarse-loamy particle-size control section and are on similar

landscapes. Miles and Springer soils have a argillic horizon and are on slightly higher

landscapes. Tivoli soils have textures coarser than loamy very fine sand throughout and are on

slightly lower landscapes.

DRAIAGE AD PERMEABILITY: Well drained. Permeability is moderately rapid. Runoff

is negligible on slopes less than 3 percent, very low on 3 to 5 percent slopes, low on 5 to 10

percent slopes, and medium on 10 to 20 percent slopes.

USE AD VEGETATIO: Used mostly for cropland; sorghum, cotton, and wheat are the main

crops. Native vegetation is mainly grama and bluestem grasses.

DISTRIBUTIO AD EXTET: Central Rolling Red Plains (MLRA 78B, 78C) and Rolling

Limestone Prairie (MLRA 78D) of Texas and Oklahoma adjacent to large streams. The soil is

extensive.

MLRA OFFICE RESPOSIBLE: Temple, Texas

SERIES ESTABLISHED: Wichita County, Texas; 1924.

REMARKS: Diagnostic horizons and features recognized in this pedon are:

Ochric epipedon - 0 to 18 inches. (Ap and A horizons)

Cambic horizon - 18 to 40 inches. (Bk horizon)

Soil Interpretation Record: TX0291

National Cooperative Soil Survey

U.S.A.

Enterprise Series

Order:

Inceptisols

Inceptisols are the soils that are form in the cool to very warm, humid and subhumid regions with

cambic horizon and an ochric epipedon. Inceptisols can also have an anthropic, histic, mollic,

ochric, plaggen, or umbric epipedon. These soils typically have an ochric epipedon underlie by a

cambic horizon. These soils occur from equatorial to tundra regions. Inceptisols commonly occur

on landscapes that are relatively active, such as mountain slopes, where erosional processes are

actively exposing un-weathered materials. Most of these soils formed in late-Pleistocene glacial

drift.

Suborder:

Ustepts

Ustepts are mainly the more or less freely drained Inceptisols that have an ustic moisture regime.

These are the soils that receive dominantly summer precipitation, or they have an Isomesic,

hyperthermic, or warmer temperature regime. Most of these soils have an ochric epipedon and a

cambic horizon, while a few have a duripan or an umbric epipedon. Many of them are calcareous

and have a Bk or calcic horizon. These soils formed mostly in Pleistocene or Holocene deposits.

However, some of the soils that have steep slopes formed in older deposits.

Great Group:

Haplustepts

Haplustepts are the more or less freely drained Ustepts that are calcareous at some depth or have

a high base status. Some of the soils have a Bk or calcic horizon, but they do not have both a

calcic or petrocalcic horizon and a sandy particle-size class or carbonates in all horizons above

the calcic or petrocalcic horizon. These soils have a base saturation of 60 percent or more in

some horizon at a depth between 25 and 75 cm from the mineral soil surface.

Sub Group:

Typic Haplustepts

Typic Haplustepts are the Haplustepts that is fixed on thick soils that have a high base saturation

throughout layers below the surface layers but do not have a calcic horizon. These soils do not

have a lithic contact shallower than 50 cm. These soils do not have expanding clays and deep

cracks. Most of these soils are gently sloping to strongly sloping and they are of large extent on

the plains of the Western United States.

Family:

Coarse-silty, mixed, superactive, thermic, Typic Haplustepts

Coarse-silty refers to the soils that in the fraction less than 75 mm in diameter, have less than 15

percent (by weight) particles with diameters of 0.1 to 75 mm, and in the fine-earth fraction, have

less than 18 percent (by weight) of clay. Mixed refers to no one clay mineral predominating in

these soils. Active refers to the ratio of cation-exchange capacity to the percent clay by weight.

An active ratio for these soils is described as 0.6 or more. Thermic indicates that the soils have a

difference in soil temperature of 6oC between mean summer and mean winter and they have a

mean annual soil temperature of 15oC (59

oF) to 22

oC (72

oF).

Official RCS Series Description:

The Enterprise series consists of very deep, well drained and moderately rapidly permeable soils

that formed in loamy eolian materials. These soils can have an Ap and A horizons implying a

deep A horizon (Ochric epipedon) possibly to 18 inches (457 mm). The B horizons is subscripted

with a k indicating the accumulation of pedogenic carbonates, commonly calcium carbonate.

These soils have weak medium subangular blocky structure from A sub-horizon. They have

mean annual precipitation ranges from 20 to 28 inches, and mean annual temperature ranges

from 59 to 65oF. These soils have slopes range from 0 to 20 percent. Runoff depends on slopes

but ranges from negligible to medium. These soils formed in as much as 20 feet of medium

textured eolian material which has blown from the channels of nearby streams. They occur on

nearly level to moderately steep terrace pediments on uplands in the Central Rolling Red Plains.

Recommendations:

According to the soil taxonomy description, NRCS- Enterprise soil series description and local

experience with the series, the following are recommended.

1. The A horizon for this series may be deep. For at grade pavement sections or for any

embankment section overlying the soil series, an undercut depth of a minimum of 18 inches

(457 mm) is suggested throughout the Enterprise series extents.

2. The B horizon indicates an increase in clay that with blocky structure with depth. For grading

operation, construction difficulty should be anticipated during wet seasons due to moving of

heavy construction equipment when at grade pavement sections are designed.

3. Local experience with the Enterprise Soils is that it is good for road fill and is suitable for

roadway location.

4. We do not anticipate the Enterprise series to be dispersive under normal condition.

5. In compacted fill section using any of these soil series reinforce by plan note Subsection

202.04(c) of the ODOT Standard Specifications for Highway Construction.

HOLLISTER




Series Status: E

Classification

Subgroup

Soil Order: VERTISOLS

Suborder: USTERTS

Great Group: HAPLUSTERTS


Family

Particle Size: FINE


Mineralogy: SMECTITIC

CEC Activity:

Reaction:


Other:

Series Dates

Origin Year:




States Using: OK TX

MLRAs Using: 78C 78D 80B

LOCATION HOLLISTER TX+OK

Established Series

Rev. CRC-DDR-RFG-CLN

04/2000

HOLLISTER SERIES

The Hollister series consists of very deep, well drained, very slowly permeable soils. These soils

formed in calcareous alluvial clays of Pleistocene age. These nearly level and very gently sloping

soils are on broad plain terraces of the Central Rolling Red Plains (MLRA-78C, MLRA-78B).

Slope ranges from 0 to 3 percent.

TAXOOMIC CLASS: Fine, smectitic, thermic Typic Haplusterts

TYPICAL PEDO: Hollister clay loam--cropland.

(Colors are for dry soil unless otherwise stated.)

Ap--0 to 6 inches; grayish brown (10YR 5/2) clay loam, very dark grayish brown (10YR 3/2)

moist; weak fine granular structure; hard, friable common fine roots; noneffervescent; slightly

alkaline; abrupt smooth boundary. (4 to 10 inches thick)

Bw--6 to 12 inches; grayish brown (10YR 5/2) silty clay loam, very dark grayish brown (10YR

3/2) moist; moderate medium subangular blocky structure; very hard, firm; common fine roots;

few very fine pores; slightly effervescent; moderately alkaline; clear wavy boundary. (0 to 10

inches thick)

Bss1--12 to 32 inches; grayish brown (10YR 5/2) clay, very dark grayish brown (10YR 3/2)

moist; moderate medium and coarse wedge-shaped aggregates parting to moderate medium

angular blocky structure; extremely hard, very firm; few fine roots; few very fine pores; common

distinct slickensides; few fine calcium carbonate concretions; strongly effervescent; moderately

alkaline; gradual wavy boundary. (8 to 30 inches thick)

Bss2--32 to 52 inches; grayish brown (10YR 5/2) clay, dark brown (10YR 4/3) moist; moderate

coarse wedge-shaped aggregates parting to moderate medium angular blocky structure,

extremely hard, very firm, few fine roots; few very fine pores; many distinct slickensides; few

fine calcium carbonate concretions; strongly effervescent; moderately alkaline; gradual wavy


Bkss1--52 to 60 inches; grayish brown (10YR 5/2) clay, dark brown (10YR 4/3) moist; moderate

coarse wedge-shaped aggregates parting to moderate medium angular blocky structure;

extremely hard, firm; few fine pores; many distinct slickensides; few streaks and pockets of

gypsum; 3 to 5 percent masses and concretions of calcium carbonate, increasing with depth;

strongly effervescent; moderately alkaline; gradual wavy boundary. (6 to 24 inches thick)

Bkss2--60 to 70 inches; yellowish red (5YR 5/6) clay, yellowish red (5YR 4/6) moist; moderate

coarse wedge-shaped aggregates parting to moderate medium angular blocky structure; hard,

friable; few fine pores; many distinct slickensides; few pockets of gypsum; 5 to 10 percent

masses of calcium carbonate; strongly effervescent; moderately alkaline; gradual wavy


2BCss--70 to 75 inches; red (2.5YR 5/6) clay, red (2.5YR 4/6) moist; laminated with light gray

or light olive gray weathered claystone; weak coarse angular blocky structure; very hard, firm;

common distinct slickensides; strongly effervescent; moderately alkaline.

TYPE LOCATIO: Hardeman County, Texas; from the intersection of Farm Road 2006 and

U. S. Highway 287 in Chillicothe; 3.4 miles west on U. S. Highway 287; 2.05 miles south on

county road; 130 feet east of county road in cropland. Latitude: 34 degrees, 13 minutes, 35

seconds N; Longitude 99 degrees, 34 minutes, 26 seconds W; USGS Medicine Mound

quadrangle; NAD 1927

RAGE I CHARACTERISTICS: The solum ranges from 60 to more than 80 inches thick.

The particle-size control section has 38 to 55 percent clay. In native areas this soil has a slightly

wavy surface layer that corresponds to the wavy soil layers. Microhighs are usually not visible.

They occur as circular spots 5 to 15 feet in diameter and make up less than 20 percent of the soil

area. Occasionally a microlow 4 to 8 feet in diameter occurs. The microlows are 4 to 8 inches

deeper than the surrounding surface and make up less than 5 percent of the soil area. When dry,

cracks 0.4 inches to 2 or more inches wide extend from the surface to a depth of 30 inches or

more. The cracks remain open for 150 or more cumulative days during most years. Slickensides

begin at a depth of 8 to 20 inches. Except in areas of the microhighs, the mollic epipedon ranges

from 20 to 48 inches thick and includes the upper Bss horizons in most pedons. Secondary

carbonates are within a depth of 6 to 30 inches.

The A and Bw horizons have hue of 7.5YR or 10YR, value of 3 to 5, and chroma of 2 or 3. The

chroma of 3 occurs only in areas of microhighs where the mollic epipedon is less than 20 inches

thick. Texture is clay loam, silty clay loam, silty clay, or clay. The reaction ranges neutral to

moderately alkaline and is noneffervescent to strongly effervescent. The effervescent areas occur

on microhighs.

The Bss horizons have hue of 5YR to 10YR, value of 3 to 5, and chroma of 2 or 4. Texture is

clay loam, silty clay loam, silty clay, or clay. The reaction ranges from neutral to moderately

alkaline and is noneffervescent to strongly effervescent. This layer is slightly effervescent or

strongly effervescent in the microhighs and the Bss2 horizon.

The Bkss horizons have hue of 2.5YR to 10YR, value of 4 to 6, and chroma of 2 to 6. Texture is

clay loam, silty clay loam, silty clay, or clay. Reaction is slightly alkaline or moderately alkaline

and is slightly effervescent or strongly effervescent. Concretions, masses, and films of calcium

carbonate range from about 3 to 15 percent by volume. However, the calcium carbonate

equivalent is less than 15 percent to a depth of 60 inches.

The Bk horizon, present in some pedons, is below a depth of 60 inches. Color has hue of 2.5YR

or 5YR, value of 4 to 6, and chroma of 4 to 6. Texture is clay loam, silty clay loam, silty clay, or

clay. About 5 to 20 percent by volume of threads, masses and concretions of calcium carbonate

are present. Reaction is moderately alkaline and is strongly effervescent or violently

effervescent.

The 2BCss horizon has hue of 2.5YR to 10YR, value of 4 to 6, and chroma of 2 to 6. Weathered

grayish strata are common to some pedons. Texture is clay loam, silty clay loam, silty clay, or

clay. The reaction is slightly alkaline or moderately alkaline and is slightly effervescent or

strongly effervescent.

The 2C horizon, where encountered, has hue of 2.5YR or 5YR, value of 3 or 6, and chroma of 4

to 6. Grayish strata are common. Texture is clay or the horizon is weakly cemented claystone.

Reaction is moderately alkaline and is slightly effervescent to strongly effervescent.

COMPETIG SERIES: These are the Campwood, Indiahoma, Irion, Leeray, Lockney,

Roscoe, and Teagard series in the same family and the similar Kingco series. Campwood soils

have coarse fragments of limestone in the upper subsoil, have mean annual air temperature of 65

to 70 degrees, and are formed in Cretaceous age materials. Indiahoma soils formed in Permian

age clay, have linear shaped microhighs, with chroma 3 to 6, that comprise 25 to 50 percent of

the pedon. Also, the microhigh sola is commonly less than 60 inches thick. Irion soils have

indurated Cretaceous age platy limestone between 60 and 80 inches. Kingco soils have mixed

clay mineralogy, occur in slight depressional areas, and are moderately well drained. Leeray soils

have SAR of 8 to more than 15 within 40 inches of the surface and have an amplitude of

waviness of the boundary between the A and Bss horizons that is more than 15 inches in over

half of the pedon. Lockney soils are moderately well drained and formed in eolian sediments of

the High Plains. Roscoe soils are in flat to slightly depressional areas, are moderately well

drained, and more than one half of the surface has chroma less than 2 to a depth of 18 inches or

more. Teagard soils are less than 40 inches thick over shale.

GEOGRAPHIC SETTIG: Hollister soils are on broad flat plain terraces. Slopes are

dominantly less than 0.5 percent but some small areas have slope up to 3 percent. The soil

formed mainly in Pleistocene age calcareous alluvial clays that were deposited over Permian age

sediments. Mean annual precipitation ranges from 24 to 30 inches. Mean annual air temperature

ranges from 59 to 64 degrees F. Frost-free days range from 190 to 225 days and elevation ranges

from 1000 to 2100 feet. Thornthwaite annual P-E index ranges from 33 to 44.

GEOGRAPHICALLY ASSOCIATED SOILS: These is the competing Roscoe series and the

Abilene, Rotan, Sagerton, Tillman, Tilvern and Vernon series. Roscoe soils are slightly lower in

the landscape. Abilene, Rotan, Sagerton, Tillman, and Tilvern soils are on similar to slightly

higher landscape positions and have an argillic horizon. Vernon soils have an ochric epipedon,

are underlain by Permian age sediments within a depth of 40 inches, and are higher or lower in

the landscape.

DRAIAGE AD PERMEABILITY: Well drained. Permeability is very slow. Runoff is high

on 0 to 1 percent slopes and very high on 1 to 3 percent slopes.

USE AD VEGETATIO: Mainly used as cropland. Crops are mostly wheat, cotton, and grain

sorghum. Native vegetation is mainly buffalograss, vine mesquite, grama species, tall dropseed,

Texas wintergrass, mesquite trees and prickleypear cactus.

DISTRIBUTIO AD EXTET: Eastern part of the Central Rolling Red Plains, LRR H;

MLRA-78C and the eastern part of MLRA-78B of northwest Texas and western Oklahoma. The

series is extensive.

MLRA OFFICE RESPOSIBLE: Temple, Texas.

SERIES ESTABLISHED: Hardeman County, Texas; 1932.

REMARKS: Classification of the Hollister series is changed from Pachic Agriustolls to Typic

Haplusterts 03/1998 based on a study across the series province in Texas and Oklahoma during

1998.

Diagnostic horizons and features recognized in this pedon are:

Mollic epipedon - 0 to 32 inches (Ap, BA and Bss horizons).

Cambic horizon - 6 to 12 inches (Bw horizon).

Vertic features - slickensides from 12 to 75 inches (Bss, Bkss, and 2BCss horizons).

Lithologic discontinuity - at the boundary of the 2BCss horizon.

Soil Interpretation Record: TX0293

Range Site: Clay Loam - 078CY096TX

ADDITIOAL DATA: NSSL lab data from Jackson County, OK (S96OK-065-006); Stonewall

County, TX(S80TX-433-001); TAMU lab data for a study of the Hollister series across the series

province; S98TX-485-01; S98OK-057-01; S98OK-075-01; S98OK-151-01; S98TX-009-01;

S98TX-155-01; S98TX-197-01; S98TX-275-01; S98TX-275-02.

TAXOOMIC VERSIO: Soil Taxonomy, Second Edition, 1999.


U.S.A.

Hollister Series

Order:

Vertisols

Vertisols are clay-rich soils that shrink and swell with changes in moisture content and have

deep, wide cracks. These soils shrink during the dry period of the year and cracks formed. These

soils have slickensides within 100 cm of the mineral soil surface. These soils are sticky in the

wet season and hard in the dry season. The movement of these soils due to the change of

moisture can destroy the structures built on it. These soils generally have a high clay content (50

to 70 percent) and a relatively large proportion of fine clay in the clay fraction. They generally

have gentle slopes. They also have a very slow permeability. The B horizon generally has blocky

structure.

Suborder:

Usterts

Usterts are the Vertisols that, if not irrigated, have cracks in normal years for 5 mm or more

wide, through a thickness of 25 cm pr more within 50 cm of the mineral soil surface for 90 or

more cumulative days per year. The cracks open and close once or twice during the year. Many

of these soils formed in gently sloping areas of fine textured marine deposits or alluvium but

some are derived from basic igneous rocks.

Great Group:

Haplusterts

Haplusterts are the Usterts derived from a variety of parent materials, including sedimentary

rocks, alluvium, marl, and basic igneous rocks. They do not have a calcic, gypsic, petrocalcic, or

salic horizon that has its upper boundary within 100 cm of the mineral soils surface. Slopes range

from nearly level to strongly sloping. They occur in many Western and Southwestern States, on

the northern Great Plains and in Puerto Rico and the Virgin Islands.

Sub Group:

Typic Haplusterts

Typic Haplusterts refers to Haplusterts that is deep or very deep soils that do not have significant

amounts of salts or sodium. Additionally, these soils do not have a petrocalcic horizon, do not

have soil moisture regimes that border on aridic or udic, do not have a calcic or gypsic horizon

within a depth of 150 cm or a layer with less than 27 percent of clay, and do not have a light

colored surface layers. If not irrigated during the year, these soils have cracks in normal years

that are 5 mm or more wide, through a thickness of 25 cm or more within 50 cm of the mineral

soil surface for 150 to 210 cumulative days per year.

Family:

Fine, Smectitic, Thermic Aeric Epiaquerts

Fine refers to the soils that soils that have less than 60 percent (by weight) but have 35 percent or

more clay in the fine-earth fraction. Smectitic refers to the soils that have more smestite

(montmorillonite, beidellite and nontronite) than any other single kind of clay mineral (by

weight). Thermic indicates that these soils have a difference in soil temperature of 6oC between

mean summer and mean winter and they have a mean annual soil temperature of 15oC (59

oF) to

22oC (72

oF).


The Hollister series consists of very deep, well drained, very slowly permeable soils. These soils

formed in calcareous alluvial clays of Pleistocene age. These soils can have an A horizon

possibly to a depth of 6 inches (152 mm). The B horizon can extend from 6 inches (152 mm) to

75 inches (1905 mm). The B sub-horizons are subscripted with ss indicating the presence of

slickensides. These soils are nearly level and very gently sloping, occurring on broad plain

terraces of the Central Rolling Red Plains. These soils formed mainly in Pleistocene age

calcareous alluvial clays that were deposited over Permian age sediments. Their slopes range

from 0 to 3 percent. They have mean annual precipitation ranges from 24 to 30 inches and mean

annual air temperature from 59 to 64oF. Runoff is high to very high.

Recommendations:

According to the soil taxonomy description, NRCS- Hollister soil series description and local


1. The A horizons for this series may be deep. For at grade pavement sections or for and


(152 mm) is suggested throughout the Hollister series extent.

2. The B horizon indicates an increase in clay that with blocky structure with depth. They are

sticky during the wet seasons. For grading operation, construction difficulty should be

anticipated during wet seasons due to moving of heavy construction equipment when at

grade pavement sections are designed.

3. In cut sections within the Hollister series extents, because of blocky structure and possibly of

perched water tables, pipe underdrain should be anticipated.

4. Local experience with the Hollister soils is that it has low permeability, high runoff and

becomes unstable when it is wet. Good drainage design is anticipated within the Hollister soil

series extent.

5. Local experience with the Hollister soils is that it is not suitable for road fill due to the high

shrink-swell potential of the soils.

6. Local experience with the Hollister soils is that it can have a high to very high shrink- swell

potential. Also, these soils are very sensitive to changes in moisture. Therefore, lime and/or

fly ash modification must be planned for construction if the soil unit material is placed

anywhere in the upper 36 inches (914 mm) of the grading section.

7. We do not anticipate the Hollister series to be dispersive under normal condition.



LAWTO



State Type Location: OK

Series Status: E

Classification

Subgroup

Soil Order: MOLLISOLS

Suborder: USTOLLS

Great Group: ARGIUSTOLLS


Family

Particle Size: FINE


Mineralogy: MIXED


Reaction:


Other:

Series Dates

Origin Year:




States Using: OK

MLRAs Using: 78C 82B 85

LOCATION LAWTON OK

Established Series

Rev. ELC:JWF

12/98

LAWTO SERIES

The Lawton series consists of deep, well drained, moderately slowly permeable soils that formed

in loamy material weathered from old alluvium from granitic material and associated mixed

rocks. These nearly level to sloping soils are on the footslopes of the Wichita mountains

predominantly in the Central Rolling Red Plains. Slopes range from 0 to 8 percent. Mean annual

precipitation is 27 inches. Mean annual temperature is 62 degrees F.

TAXOOMIC CLASS: Fine, mixed, superactive, thermic Typic Argiustolls

TYPICAL PEDO: Lawton loam--rangeland.


A1--0 to 11 inches; brown (7.5YR 4/2) loam, dark brown (7.5YR 3/2) moist; moderate medium

granular structure; hard, friable; few fine pebbles; slightly acid; clear smooth boundary. (6 to 12

inches thick)

BA--11 to 18 inches; reddish brown (5YR 4/3) clay loam, dark reddish brown (5YR 3/3) moist;

weak medium granular structure; hard, friable; few fine pebbles; neutral; gradual smooth


Bt1--18 to 32 inches; reddish brown (5YR 4/4) clay loam, dark reddish brown (5YR 3/4) moist;

moderate medium blocky structure; very hard, firm; nearly continuous clay films on faces of

peds; many coarse sand grains and few pebbles; neutral; gradual smooth boundary. (14 to 35

inches thick)

Bt2--32 to 47 inches; reddish brown (5YR 5/4) clay loam, reddish brown (5YR 4/4) moist; weak

medium blocky structure; very hard, firm; patchy clay films on faces of peds; many medium

sand grains and few fine pebbles; neutral; gradual smooth boundary. (10 to 30 inches thick)

BC--47 to 72 inches; yellowish red (5YR 5/6) sandy clay loam, yellowish red (5YR 4/6) moist;

weak medium blocky structure; hard, friable; many medium sand grains and few fine pebbles;

mildly alkaline.

TYPE LOCATIO: Comanche County, Oklahoma; about 1/2 mile southwest of Faxon; 1,600

feet north and 100 feet east of southwest corner of sec. 20, T. 1 S., R. 13 W.

RAGE I CHARACTERISTICS: Solum thickness is 40 to more than 60 inches. The A

horizon is brown or dark brown (7.5YR 3/2, 4/2, 5/2; 10YR 4/3, 5/3); or reddish brown (5YR

4/3, 5/3). It is loam or silt loam and is neutral or slightly acid. Rock fragments larger than 3

inches in diameter comprise 0 to 5 percent by volume and fragments less than 3 inches comprise

1 to 10 percent by volume.

The BA horizon has color and reaction like the A horizon. Texture is loam or clay loam. Rock

fragments less than 3 inches in diameter comprise 1 to 10 percent by volume.

The Bt horizon is brown or dark brown (7.5YR 4/4, 5/4), strong brown (7.5YR 5/6), reddish

brown (5YR 4/4, 5/4; 2.5YR 4/4, 5/4), yellowish red (5YR 4/6, 5/6), red (2.5YR 4/6, 5/6), or

reddish yellow (7.5YR 6/6; 5YR 6/6). It is clay loam and the clay content ranges from 35 to 40

percent. Rock fragments less than 3 inches in diameter comprise 1 to 10 percent by volume.

Reaction ranges from slightly acid through moderately alkaline.

The BC horizon has color like the Bt horizon. It is loam, clay loam, sandy clay loam and their

gravelly counterparts. Clay content is 18 to 35 percent. Rock fragments less than 3 inches in

diameter comprise 1 to 35 percent by volume. Reaction ranges from neutral through moderately

alkaline. Soft masses of secondary carbonates and/or carbonate concretions are present in some

pedons below a depth of 48 inches.

COMPETIG SERIES: These are the Anocon, Bexar, Flatrock, Frankirk, and Scullin series of

the same family, and the Abilene, Anocon, Blanket, Brewer, Brico, Cutter, Dodson, Geuda,

LaCasa, Luckenbach, McLain, Naru, Rumple, and Tabler series of similar families. Abilene,

Blanket, Brewer, Cutter, Dodson, and McLain soils have mollic epipedons more than 20 inches

thick. Anocon soils have mottles in the Bt horizons. Bexar soils are moderately deep over

limestone. Brico, Naru, and Rumple soils have more than 35 percent coarse fragments in the Bt

horizon. Flatrock soils are mottled in the C horizon and are moist for longer periods of time.

Frankirk soils have secondary carbonate between 29 and 48 inches. Geuda soils are no redder

than 10YR hues throughout. LaCasa and Luckenbach soils have carbonates within 28 inches.

Scullin soils have a solum less than 40 inches thick. Tabler soils have COLE values more than

0.07.

GEOGRAPHIC SETTIG: Lawton soils are on nearly level to sloping uplands. Slopes are 0

to 8 percent. The soils formed in old loamy alluvium from igneous and associated mixed rocks

near the Wichita mountains. The climate is dry subhumid. The Thornthwaite annual P-E indices

are 36 to 50 and the average annual precipitation is 22 to 32 inches. The mean annual

temperature ranges from 61 degrees to 64 degrees F.

GEOGRAPHICALLY ASSOCIATED SOILS: These are the competing Abilene series and

the Hollister, St. Paul, and Tillman series. All of these soils occur at lower elevations. Hollister

and St. Paul soils have a mollic epipedon more than 20 inches thick. In addition, St.Paul soils

have a fine-silty control section. Tillman soils do not decrease in clay content within 60 inches.

DRAIAGE AD PERMEABILITY: Well drained. Slow or medium runoff; moderately slow

permeability.

USE AD VEGETATIO: Most areas are used for wheat or other small grains. Some areas are

in cotton, sorghums and alfalfa. Native vegetation consists of tall and mid grasses.

DISTRIBUTIO AD EXTET: Southwestern Oklahoma and probably adjoining areas of

Texas.


SERIES ESTABLISHED: Comanche County, Oklahoma; 1941.


Mollic epipedon - the zone from the soil surface to a depth of 18 inches. (the A and BA horizons)

Argillic horizon - the zone from 18 to 47 inches. (the Bt horizon)


U.S.A.

Lawton Series

Order:

Mollisols

Mollisols refers to the soils that have a soft, dark colored, base rich, minerals soils of the steppes.

It has a friable, granular structure A horizon with an illuvial B sub-horizon. The illuvial refers to

the downward movement of clay and iron oxide into lower sub- horizons. The B horizon is

generally very clayey and blocky with a mixed clay mineralogy. This soil type develops in

grassland.

Suborder:

Ustolls

Ustolls are the more or less freely drained Mollisols of subhumid to semiarid climates. These

soils have either an ustic moisture regime or an aridic moisture regime that borders on ustic.

Rainfall occurs during growing season but is erratic. However, drought is frequent and maybe

severe. They have a well-developed mollic epipedon underlain in the Lawton series by an

Argillic horizon.

Great Group:

Argiustolls

Argiustolls refers to Ustolls that have an argillic horizon in or below the mollic epipedon. They

do not have a natric or petrocalcic horizon that has its upper boundary within 150 cm of the

mineral soil surface or a duripan that has its upper boundary within 100 cm of the mineral soil

surface. These soils have an argillic horizon in which the clay decreases 20 percent or more with

increasing depth from the maximum clay content within 150 cm of the mineral soil surface. They

formed mostly in late-Pleistocene deposits or on surface of comparable age. They occur in

relatively stable positions.

Sub Group:

Typic Argiustolls

Typic Argiustolls refer to the Argiustolls that is fixed on deep, freely drained soils that have

some available moisture during most of the growing season. They do not have a calcic horizon,

an albic horizon, a glossic horizon, or a horizon that has color values too high for a mollic

epipedon above the argillic horizon. They also do not have slickensides, wedge-shaped

aggregates, a high linear extensibility or wide cracks in normal years. They are mostly on the

Great Plains but also occur in the mountains in the western part of the United States.

Family:

Fine, mixed, superactive, thermic Typic Argiustolls

Fine refers to the soils that soils that have less than 60 percent (by weight) but have 35 percent or

more clay in the fine-earth fraction. Mixed refers to no one clay mineral predominating in these

soils. Active refers to the ratio of cation-exchange capacity to the percent clay by weight. An

active ratio for these soils is described as 0.6 or more. Thermic indicates that the soils have a

difference in soil temperature of 6oC between mean summer and mean winter and they have a

mean annual soil temperature of 15oC (59

oF) to 22

oC (72

oF).


The Lawton series consists of deep, well drained, moderately slowly permeable soils that formed

in loamy material weathered from old alluvium from granitic material and associated mixed

rocks. These soils can have an A1 and BA sub-horizons implying a deep A horizon (Mollic

epipedon) possibly to 18 inches (457 mm). The B horizon is subscripted with a t indicating the

accumulation of silicate clay. The A horizon is granular in structure and the B horizon is blocky

in structure. These nearly level to sloping soils are on the footslopes of the Wichita mountains

predominantly in the Central Rolling Plains. Their slopes range from 0 to 8 percent. They have

mean annual precipitation of 27 inches and mean annual temperature of 62oF. These soils have

moderately slow to medium runoff.

Recommendations:

According to the soil taxonomy description, NRCS- Lawton soil series description and local




(457 mm) is suggested throughout the Lawton series extents.




3. In cut sections within the Lawton series extents, because of blocky structure and possibly of

perched water tables, pipe underdrain should be anticipated.

4. Local experience with Lawton soils is that the surface layer is good road fill material, but

other layers are poor due to the medium to high plasticity and stony properties.

5. Local experience with Lawton soils is that it is suitable for roadway location.

6. Local experience with the Lawton soils is that it can have a moderate shrink- swell potential.

Lime and/or fly ash modification should be planned for construction if the soil unit material

is placed anywhere in the upper 24 inches (610 mm) of the grading section.

7. We do not anticipate the Lawton series to be dispersive under normal condition.



SPUR




Series Status: E

Classification

Subgroup

Soil Order: MOLLISOLS

Suborder: USTOLLS

Great Group: HAPLUSTOLLS

Subgroup Modifier: FLUVENTIC

Family

Particle Size: FINE-LOAMY


Mineralogy: MIXED


Reaction:


Other:

Series Dates

Origin Year:




States Using: NM OK TX

MLRAs Using: 77C 77E 78B 78C

LOCATION SPUR TX+NM+OK

Established Series

Rev. CRC-TLC-CLN

04/2000

SPUR SERIES

The Spur series consists of very deep, well drained, moderately permeable soils. These nearly

level to very gently sloping soils formed in loamy alluvial sediments on nearly level and gently

sloping flood plains in the Central Rolling Red Plains (MLRA 78). Slopes range from 0 to 2

percent.

TAXOOMIC CLASS: Fine-loamy, mixed, superactive, thermic Fluventic Haplustolls

TYPICAL PEDO: Spur clay loam--pasture.


A--0 to 15 inches; dark brown (7.5YR 4/2) clay loam, dark brown (7.5YR 3/2) moist; moderate

medium granular structure; hard, friable; many fine roots; many fine and medium pores; many

wormcasts; strongly effervescent; moderately alkaline; gradual smooth boundary. (11 to 20

inches thick)

Bw1--15 to 38 inches; brown (7.5YR 5/4) clay loam, brown (7.5YR 4/4) moist; moderate fine

subangular blocky and moderate fine granular structure; hard, friable; numerous strata of slightly

darker material 1/2 to 1 inch thick; many fine roots and pores; many wormcasts; few films,

threads, and fine concretions of calcium carbonate; strongly effervescent; moderately alkaline;

gradual smooth boundary. (10 to 30 inches thick)

Bw2--38 to 50 inches; brown (7.5YR 5/4) clay loam, brown (7.5YR 4/4) moist; moderate fine

subangular blocky structure; hard, friable; few threads, films, and fine concretions of calcium

carbonate; strongly effervescent; moderately alkaline; clear smooth boundary. (8 to 20 inches

thick)

Bw3--50 to 60 inches; light reddish brown (5YR 6/4) clay loam, reddish brown (5YR 5/4) moist;

weak fine subangular blocky structure; hard, friable; few fine concretions of calcium carbonate;

strongly effervescent; moderately alkaline.

TYPE LOCATIO: Fisher County, Texas; from Texas Highway 70 in Roby; 3.5 miles west on

U. S. Highway 180; 0.8 mile south and 0.4 mile west on county road; 100 feet north in pasture.

RAGE I CHARACTERISTICS: The mollic epipedon ranges from 10 to 20 inches thick.

Reaction is moderately alkaline throughout.

The A horizon has hue of 5YR to 10YR, value of 4 or 5, and chroma of 2 to 4. Texture is clay

loam, loam, or fine sandy loam.

The Bw1 horizon has hue of 5YR to 10YR, value of 3 to 5, and chroma of 2 to 4. Texture is

loam, sandy clay loam, or clay loam with clay content of 25 to 35 percent.

The Bw2 and lower horizons have hue of 5YR to 10YR, value of 5 to 7, and chroma of 3 or 4.

Darkened strata and lighter colored and sandier layers are common. Texture is clay loam, loam,

or sandy clay loam. Calcium carbonate accumulations are few to common in the form of films,

threads, and fine concretions. Some pedons have C horizons below 40 inches.

COMPETIG SERIES: These are the Easpur and Pursley series in the same family. Soils in

similiar families include Bippus, Bosque, Colorado, Clairemont, Gageby, Guadalupe, Paloduro,

Port, Rups, and Toyah series. The Easpur and Pursely soils are moist in the control section for

longer periods of time and have secondary carbonates below 40 inches. Clairemont and Rups

soils have less than 15 percent sand coarser than very fine sand in the control section. Bippus,

Bosque, Gageby, and Port soils have a mollic epipedon thicker than 20 inches. Colorado and

Guadalupe soils have an ochric epipedon. Paloduro soils have a regular decrease in organic

matter. Toyah soils are dry for longer periods of time.

GEOGRAPHIC SETTIG: These soils occur in nearly level and very gently sloping flood

plains of streams draining dominantly loamy soils. Slopes are 0 to 2 percent. The soil formed in

calcareous, loamy alluvium. Mean annual precipitation ranges from 22 to 28 inches. Mean

annual air temperature ranges from 57 to 64 degrees F. Thornthwaite annual P-E index from 32

to 44. Frost free days range from 180 to 230. Elevation ranges from 1,200 to 2,100 feet.

GEOGRAPHICALLY ASSOCIATED SOILS: These are the similar Colorado, Gageby, and

Rups series. These soils are on the same landscape positions.

DRAIAGE AD PERMEABILITY: Well drained; negligible to low surface runoff;

moderate permeability; rare to frequent flooding.

USE AD VEGETATIO: These soils are used for both cropland and rangeland. Principal

crops are grain sorghums, cotton, wheat, and alfalfa. Native grasses are blue grama, buffalograss,

western wheatgrass, and switchgrass.

DISTRIBUTIO AD EXTET: Central Rolling Plains of Texas, Oklahoma, and Kansas

(MLRA 78B, 78C). The series is moderately extensive.


SERIES ESTABLISHED: Dickens County, Texas; 1922.


Mollic epipedon - the A horizon from 0 to 15 inches.

Cambic horizon - the Bw horizons from 15 to 60 inches.

Fluventic feature - strata of darker alluvial material causes irregular decrease of organic matter in

the solum.

Range Site: Loamy Bottomland - 078CY050OK

ADDITIOAL DATA: none

TAXOOMIC VERSIO: Soil Taxonony, Second Edition, 1999.


U.S.A.

Spur Series

Order:

Mollisols

Mollisols refers to the soils that have a soft, dark colored, base rich, minerals soils of the steppes.

It has a friable, granular structure A horizon with an illuvial B sub-horizon. The illuvial refers to

the downward movement of clay and iron oxide into lower sub- horizons. The B horizon is

generally very clayey and blocky with a mixed clay mineralogy. This soil type develops in

grassland.

Suborder:

Ustolls

Ustolls are the more or less freely drained Mollisols of subhumid to semiarid climates. These

soils have either an ustic moisture regime or an aridic moisture regime that borders on ustic.

Rainfall occurs during growing season but is erratic. However, drought is frequent and maybe

severe. They have a well-developed mollic epipedon underlain in the Spur series by a cambic

epipedon.

Great Group:

Haplustolls

Haplustolls are the Ustolls that have a cambic horizon below the mollic epipedon where most

have a horizon in which carbonates or soluble salts have accumulated. Some of these soils have a

calcic horizon. Haplustolls are the Ustolls that do not have a duripan or a natric, petrocalcic, or

argillic horizon. They formed mainly in late-Pleistocene or Holocene deposits or on surface of

comparable age.

Sub Group:

Fluventic Haplustolls

These soils formed mostly in recent alluvium. The epipedon is between 25 and 50 cm thick and

either the content of organic carbon decreases irregularly with increasing depth or it is high in the

deep layers. These soils commonly are calcareous throughout their depth and they have few or

no identifiable secondary carbonates.

Family:

Fine-loamy, mixed, superactive, thermic Fluventic Haplustolls

Fine-loamy refers to the soils that have a particle size class which have 15 percent or more (by

weight) particles with diameters of 0.1 to 75 mm in the fraction that is less than 75 mm in

diameter, and have 18 to 35 percent (by weight) clay in the fine-earth fraction. Mixed refers to

no one clay mineral predominating in these soils. Active refers to the ratio of cation-exchange

capacity to the percent clay by weight. An active ratio for these soils is described as 0.6 or more.

Thermic indicates that the soils have a difference in soil temperature of 6oC between mean

summer and mean winter and they have a mean annual soil temperature of 15oC (59

oF) to 22

oC

(72oF).


The Spur series consists of very deep, well drained and moderately permeable soils. These soils

can have an A horizon possibly to 15 inches (381 mm). The B horizon is subscripted with a w

indicating the development of the color or structure in a horizon but with little or no apparent

illuvial accumulation of materials. The A horizon is friable granular in structure, and B horizon

is blocky in structure. These nearly level to very gently sloping soils formed in loamy alluvial

sediments on nearly level and gently sloping flood plains in the Central Rolling Red Plains. They

have slopes range from 0 to 2 percent. They have mean annual precipitation ranges from 22 to 28

inches and mean annual air temperature ranges from 57 to 64oF. They also have negligible to low

surface runoff and rare to frequent flooding.

Recommendations:

According to the soil taxonomy description, NRCS- Spur soil series description and local




(381 mm) is suggested throughout the Spur series extents.




3. In cut sections within the Spur series extents, because of blocky structure and possibly of

seasonal high water tables, pipe underdrain should be anticipated.

4. Spur soil series is rarely or frequently flooded. It is recommended to elevate the roadway to a

save elevation. Good drainage design should be anticipated to prevent flooding or shorten the

period of flooding.

5. Local experience with the Spur soils is that it fair for road fill material due to the moderate

plasticity of the soils.

6. Local experience with the Spur soils is that it can have moderate shrink- swell potential.

Lime and/or fly ash modification should be planned for construction if the soil unit material

is placed anywhere in the upper 24 inches (610 mm) of the grading section.

7. We do not anticipate the Spur series to be dispersive under normal condition.



Appendix H



PAVEMET CORES THICKESS SUMMARY

STATE HIGHWAY 6

I GREER COUTY


JP O.: 15023(04), 15023(08), 15023(07)

G-00113

Pavement Core Thickness (inch) Assumed Station Job Station Lane

1 2.5 15+00 466+13 N.B.

2 3.8 65+00 516+13 N.B.

3 3.5 80+00 531+13 N.B.

4 5.5 110+00 561+13 N.B.

5 4.75 120+00 571+13 N.B.

6 3.5 155+00 606+13 N.B.

7 3.3 185+00 636+13 N.B.

8 3.0 205+00 656+13 N.B.

9 8.25 235+00 686+13 N.B.

10 6.25 217+50 668+63 S.B.

11 5.0 172+50 623+63 S.B.

12 4.25 162+50 613+63 S.B.

13 3.5 142+50 593+63 S.B.

14 4.5 122+50 573+63 S.B.

15 2.5 87+50 538+63 S.B.

16 4.6 72+50 523+63 S.B.

17 3.0 47+50 498+63 S.B.

18 3.5 32+50 483+63 S.B.

19 2.5 7+50 458+63 S.B.

Appendix I

BU

RG

ESS E

NG

INEER

ING

AN

D T

ESTIN

G, IN

C.

2603 . Shields Blvd. * Moore, OK 73160 * Phone (405) 790-0488 * Fax (405) 790-0788

Pavement Core B-1

Sta

tion: 15+00, N

.B. (J

ob S

ta. 466+13, N

.B.)

Thic

knes

s: 2

.5”

Pavement Core B-2

Sta

tion: 65+00, N

.B. (J

ob S

ta.5

16+13, N

.B.)

Thic

knes

s: 3

.8”

BU

RG

ESS E

NG

INEER

ING

AN

D T

ESTIN

G, IN

C.


Pavement Core B-3

Sta

tion: 80+00, N

.B. (J

ob S

ta. 531+13, N

.B.)

Thic

knes

s: 3

.5”

Pavement Core B-4

Sta

tion: 110+00, N

.B. (J

ob S

ta. 561+13, N

.B.)

Thic

knes

s: 5

.5”

BU

RG

ESS E

NG

INEER

ING

AN

D T

ESTIN

G, IN

C.


Pavement Core B-5

Sta

tion: 120+00, N

.B. (J

ob S

ta. 571+13, N

.B.)

Thic

knes

s: 4

.75”

Pavement Core B-6

Sta

tion: 155+00, N

.B. (J

ob S

ta. 606+13, N

.B.)

Thic

knes

s: 3

.5”

BU

RG

ESS E

NG

INEER

ING

AN

D T

ESTIN

G, IN

C.


Pavement Core B-7

Sta

tion: 185+00, N

.B. (J

ob S

ta. 636+13, N

.B.)

Thic

knes

s: 3

.3”

Pavement Core B-8

Sta

tion: 205+00, N

.B. (J

ob S

ta. 656+13, N

.B.)

Thic

knes

s: 3

.0”

BURGESS ENGIN

EERIN

G AND TESTIN

G, IN

C.


Pavement Core B-9

Station: 235+00, N.B. (Job Sta. 686+13, N.B.)

Thickness: 8.25”

Pavement Core B-10

Station: 217+50, S.B. (Job Sta. 668+63, S.B.)

Thickness: 6.25”

BURGESS ENGIN

EERIN

G AND TESTIN

G, IN

C.


Pavement Core B-11


Thickness: 5.0”

Pavement Core B-12

Station: 162+50, S.B. (Job Sta. 613+63,S.B.)

Thickness: 4.25”

BURGESS ENGIN

EERIN

G AND TESTIN

G, IN

C.


Pavement Core B-13


Thickness: 3.5”

Pavement Core B-14


Thickness: 4.5”

BURGESS ENGIN

EERIN

G AND TESTIN

G, IN

C.


Pavement Core B-15


Thickness: 2.5”

Pavement Core B-16


Thickness: 4.6”

BURGESS ENGIN

EERIN

G AND TESTIN

G, IN

C.


Pavement Core B-17


Thickness: 3.0”

Pavement Core B-18


Thickness: 3.5”

BURGESS ENGIN

EERIN

G AND TESTIN

G, IN

C.


Pavement Core B-19


Thickness: 2.5”

Appendix J

Date post:	15-Apr-2020
Category:	Documents
Upload:	others
View:	2 times
Download:	0 times

BURGESS ENGINEERING AND TESTING, INC. Engineering And Testing, Inc. has completed a Pedological Soil...

Documents