FACTUAL REPORT - National Environment & Planning...

FACTUAL REPORT

AIRPORTS AUTHORITY OF JAMAICA

PROPOSED RESA EXTENSION FOR

NMIA RUNWAY

Palisadoes, Kingston, Jamaica

SEPTEMBER 2008

Our Ref. 200818 Proposed RESA Extension for NMIA Runway

FACTUAL REPORT

TABLE OF CONTENTS

1.0 INTRODUCTION .................................................................................................. 1

1.1 Authority ................................................................................................................... 1

1.2 Scope of Work .......................................................................................................... 1

1.3 Site ............................................................................................................................ 2

2.0 FIELD DATA ......................................................................................................... 2

2.1 Methodology ............................................................................................................. 2

3.0 LABORATORY TEST RESULTS ........................................................................ 3

3.1 Grain Size Distribution ............................................................................................. 3

4.0 CONCLUSION ....................................................................................................... 4 5.0 APPENDICES ........................................................................................................ 6

Appendix I - Office Borehole Logs .......................................................................... 7

Appendix II - Laboratory Test Results .................................................................... 64


FACTUAL REPORT

1

1.0 INTRODUCTION

1.1 Authority GEOTECH EXPLORATION SERVICES LIMITED (termed Geotech hereafter), was

asked by AIRPORTS AUTHORITY OF JAMAICA (termed AAJ hereafter) to provide

geotechnical investigation services to gather information concerning the nature of the

sub-surface strata in Kingston Harbour in the vicinity of the existing active runway at

Norman Manley International Airport. A subconsultant agreement was signed by

Geotech and AAJ to facilitate these works.

This report is prepared in accordance with the subconsultant agreement and specification

discussed between AAJ and Geotech and contains the results of the field and laboratory

work done as part of this project.

1.2 Scope of Work The scope of works to be undertaken by Geotech comprised:

a) The advancing of sixteen (16) offshore boreholes at the locations indicated on

Fig. 3 “Chart showing borehole locations” which forms part of the tender

document for geotechnical investigations.

b) Examination of samples recovered and laboratory tests carried out on selected

samples.

c) Preparation of factual report containing results obtained in the field and

laboratory.


FACTUAL REPORT

2

1.3 Site The work site geographically lies on the southern side of the Harbour, opposite central

downtown Kingston. The lithology of the subsoils within the Harbour is influenced by

the alluvial material present on the Liguanea Plains and as such the subsoils are expected

to consist of sand silt gravel clay and organic material. The presence of surface water

drainage into the Harbour also influences the underlying material present. Accumulations

of broken and displaced coral material resulting from the intense battering of the reefs by

storm waves during hurricanes may also be present.

2.0 FIELD DATA

2.1 Methodology

The borehole locations and depths were specified in the tender document for geotechnical

investigations. The boreholes were located by Schroeter and Associates Limited who

provided the latitude and longitude coordinates for each borehole in terms of the World

Geographic System (WGS) 84, these coordinates are presented in Appendix I to this

report. Although sixteen (16) boreholes were originally specified in the scope of works

which forms part of the tender document, only thirteen (13) were advanced as per

instructions from the client.

Boreholes were advanced by Geotech using a skid mounted Acker Rig with wash boring

technique, NW casing and side discharge bit. The rig was mounted on a barge of

dimensions 7.3m by 5.5m using a specially designed platform. Sampling was done in

accordance with ASTM Standard Test Specification (D 1586-98), using a 63.5kg cat-

head hammer falling from a height of 762mm on to a standard Split Spoon of outside

diameter 50.8mm, driven for a total of 450mm thus providing N55 values for use in

estimating strength. In general, the Split Spoon samples were taken every 1.5m.


FACTUAL REPORT

3

Shelby tube samples were attempted in what was thought to be very soft – firm clayey

material and these were pushed as opposed to hammered.

All soil samples were classified in accordance with the requirement specified in ASTM

Visual-Manual Procedure D2488. The recovered split spoon soil samples were each

placed in double plastic bags, sealed, labeled and transported to the laboratory of Jamaica

Engineering and Technical Services Limited in Kingston.

Office borehole logs were prepared for each borehole based on the information taken

from the field drilling logs, the laboratory visual examination and description, and the

laboratory test results.

3.0 LABORATORY TEST RESULTS Selected samples were submitted to the laboratory of Jamaica Engineering and Technical

Services Limited (JETS) for classification and index testing only. The prescribed

classification and index testing comprised of the following:

- Grain Size Distribution (ASTM D422)

Results of the tests performed are presented in Table 6-I through 6-II in Appendix II to

this report; soil description and classification are in accordance with the Unified Soil

Classification System (USCS).

3.1 Grain Size Distribution Samples were tested using the wet sieve method where approximately 100g of the field

sample is first dried and weighed, then soaked and washed through the No. 200 sieve.


FACTUAL REPORT

4

The material retained is dried at approximately 110o C and weighed before being hand

sieved through all or some of the 75mm, 50mm, 37.5mm, 25mm, 19mm, 9.5mm, No.4,

No.10, No. 20, No 40 and No. 200 sieves. The mass of sample retained on each sieve is

then determined, the percentage passing each sieve calculated and the particle size

distribution graph plotted

There were one hundred and one (101) samples submitted for the determination of their

particle size distribution. The majority of the samples tested were coarse to fine sand

occasionally combined with varying amounts of gravel and a trace of silt and clay. A

small portion of the samples had gravel as the dominant material. The particle size

distribution graphs and table of sieve results are presented in Table 6-II in Appendix II to

this report.

4.0 CONCLUSION Based on the findings obtained from the boreholes, a summary of the soil composition is

as follows:

The thirteen (13) boreholes which were advanced were all driven to a maximum depth of

15.69m below mean sea level. The samples which were initially recovered from the

boreholes were generally dark grey or black sand accompanied with shell fragments and

or a trace of peat. The remaining samples were fairly consistent in their composition in

that the dominant material present was sand with sizes ranging from coarse to fine. The

sand was often accompanied by a trace of silt and a trace of clay in some instances.

Gravel was present in some of the samples recovered however the greatest proportions

were present in samples six and seven recovered from borehole 4G.

Shelby tube samples were collected from boreholes 1B, 1C and 2C, however due to the

consistency of the in situ material in the other boreholes it was not possible to collect

undisturbed samples from those boreholes.


FACTUAL REPORT

5

GEOTECH EXPLORATION SERVICES LIMITED Kayanna Bromfield Junior Geologist

Gordon E. Hutchinson Managing Director


FACTUAL REPORT

6

5.0 APPENDICES

Appendix I - Office Borehole Logs

Appendix II - Laboratory Test Results


FACTUAL REPORT

7

APPENDIX I OFFICE BOREHOLE LOGS

Borehole Coordinates

Proposed Borehole Locations

Symbols and Terms

Borehole Logs


FACTUAL REPORT

8

Latitude and Longitude Coordinates for each Borehole

Borehole No. North West 1B 17º 56’ 25.48” 76º 48’ 11.59” 1C 17º 56’ 21.74” 76º 48’ 01.98” 2B 17º 56’ 34.66” 76º 48’ 07.71” 2C 17º 56’ 30.94” 76º 47’ 58.09” 3A 17º 56’ 47.57” 76º 48’ 13.40” 3C 17º 56’ 40.14” 76º 47’ 54.21” 4B 17º 56’ 53.06” 76º 47’ 59.94” 4C 17º 56’ 49.31” 76º 47’ 50.33” 4D 17º 56’ 45.62” 76º 47’ 40.71” 4E 17º 56’ 41.90” 76º 47’ 31.10” 4G 17º 56’ 34.43” 76º 47’ 11.88” 5F 17º 56’ 47.35” 76º 47’ 17.60” 5G 17º 56’ 43.64” 76º 47’ 07.99”

Surface: Water From Surface to 4.57m

Shelby from 4.57 - 5.18m

Very Loose Dark Grey SAND with some 1

PUS

0

1

2

3

4

5

Depth (m) (Blows/0.3m)

(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery

Location Reference Type/SizeCLIENT:PROJECT:

ADDRESS:Northing Datum

Easting Elevation

Sample Types Wash Grab Split S. T.W. Tube R. CorePlasticity

Samples Standard Penetration TestP.L. M.C. L.L.

20 40 60 80 20 40 60 80

Soil Description Wet Unit Weight Undrained Unconfined Shear

Comp. TestVane Shear

Dates Job No. 200824

Start Sheet 1 of 4

Completion

Final W.L.

Airports Authority of JamaicaNMIA Runway Extension

PalisadoesWash Boring with NQ rod, Chop 0.3m Before each Sample was taken / SPTwith 63.5Kg Cathead Hammer,

643416.0

770847.0 -4.7

9/8/08

9/8/0814a Hope RoadKingston 10, Jamaica W.I.

OFFICE BOREHOLE RECORD

B.H. No.

1BFIG No.5.2

EXPLORATION SERVICES LIMITED

Soil Descriptions are subjective

Gravel & a trace of Peat

Very Loose Dark Grey Coarse to FineSAND with some Silt & a trace of Peat

Compact Dark Grey Coarse to MediumSAND with traces of Gravel & Silt

Dense Dark Grey Coarse to Fine SANDwith some Silt

2

3

4

H

122

111213

131617

4646

4613

4638

5

6

7

8

9

10


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 2 of 4

Completion

Final W.L.



643416.0

770847.0 -4.7

9/8/08



B.H. No.

1BFIG No.5.2



Dense Dark Grey Coarse to MediumSAND with some Gravel and a trace ofSilt

Very Dense Dark Grey Gravelly Coarseto Fine SAND with a trace of Silt

Dense Dark Grey Coarse to Fine SANDwith traces of Gravel & Silt

Dense Dark Grey Coarse to Fine SANDwith traces of Gravel & Silt

5

6

7

111620

2850/13cm

132530

4638

2823

4636

>>

10

11

12

13

14

15


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 3 of 4

Completion

Final W.L.



643416.0

770847.0 -4.7

9/8/08



B.H. No.

1BFIG No.5.2



End Of Bore Hole @ 15.69m

8222729

4638

15

16

17

18

19

20


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 4 of 4

Completion

Final W.L.



643416.0

770847.0 -4.7

9/8/08



B.H. No.

1BFIG No.5.2



Surface: Water From Surface to 4.57mbelow

Black Silty Medium to Fine SAND withsome Clay

1

PUS

0

1

2

3

4

5


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 1 of 4

Completion

Final W.L.



643301.0

771130.0 -4.7

9/8/08



B.H. No.

1CFIG No.5.3



Very Loose Dark Grey Coarse to FineSAND with some Silt and traces of ShellFragments and Peat

Loose Dark Grey Coarse to Fine SANDwith traces of Silt and Gravel

Compact Dark Grey Coarse to FineSAND with a trace of Silt

2

3

4

H

211

101216

121718

4646

4638

4636

5

6

7

8

9

10


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 2 of 4

Completion

Final W.L.



643301.0

771130.0 -4.7

9/8/08



B.H. No.

1CFIG No.5.3




Dense Dark Grey Coarse to MediumSAND

Dense Dark Grey Coarse to Fine SANDwith a trace of Silt


5

6

7

111519

132838

122331

4641

4641

4641

10

11

12

13

14

15


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 3 of 4

Completion

Final W.L.



643301.0

771130.0 -4.7

9/8/08



B.H. No.

1CFIG No.5.3




8172227

4638

15

16

17

18

19

20


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 4 of 4

Completion

Final W.L.



643301.0

771130.0 -4.7

9/8/08



B.H. No.

1CFIG No.5.3




Very Loose Grey Coarse to Fine SANDwith some Shells and Silt

0

1

2

3

4

5


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 1 of 4

Completion

Final W.L.



643698.0

770961.0 -4.7

5/8/08



B.H. No.

2BFIG No.5.4



Loose Dark Grey Coarse to Fine SANDwith some Shell Fragments, Silt &Gravel

Compact Dark Grey Gravelly Medium toFine SAND with a trace of Silt

Very Dense Dark Grey Coarse toMedium SAND with some ShellFragments & Gravel

1

2

3

4

122

867

92017

3950/5cm

4630

4630

4643

2520

>>

5

6

7

8

9

10


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 2 of 4

Completion

Final W.L.



643698.0

770961.0 -4.7

5/8/08



B.H. No.

2BFIG No.5.4



Compact Dark Grey Coarse to FineSAND with some Gravel & Silt and atrace of Shell Fragments

Dense Dark Grey Coarse to Fine SANDwith some Silt and a trace of Gravel

Dense Dark Grey Coarse to MediumSAND with traces of Shell Fragments &Silt

Dense Dark Grey Medium to FineSAND with some Silt

5

6

7

461319

372930

101821

4630

4635

4630

10

11

12

13

14

15


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 3 of 4

Completion

Final W.L.



643698.0

770961.0 -4.7

5/8/08



B.H. No.

2BFIG No.5.4




8141924

4630

15

16

17

18

19

20


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 4 of 4

Completion

Final W.L.



643698.0

770961.0 -4.7

5/8/08



B.H. No.

2BFIG No.5.4




Black Medium to Fine SAND with some

0

1

2

3

4

5


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 1 of 4

Completion

Final W.L.



643584.0

771244.0 -4.7

7/8/08



B.H. No.

2CFIG No.5.5



Silt and a trace of PeatPush for 0.61m

Loose Grey Gravelly Coarse to MediumSAND with a trace of Silt

Compact Grey Coarse to Medium SAND

Compact Grey Coarse to Medium SAND

1

2

3

4

PUSH

544

81013

141614

4638

4641

4630

5

6

7

8

9

10


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 2 of 4

Completion

Final W.L.



643584.0

771244.0 -4.7

7/8/08



B.H. No.

2CFIG No.5.5



Compact Grey Coarse to Fine SANDwith a trace of Silt

Compact Grey Coarse to Fine SANDwith a trace of Silt

Compact Grey Coarse to Fine SANDwith some Gravel & a trace of Silt


5

6

7

141717

101319

151720

4638

4638

4636

10

11

12

13

14

15


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 3 of 4

Completion

Final W.L.



643584.0

771244.0 -4.7

7/8/08



B.H. No.

2CFIG No.5.5




8171821

4638

15

16

17

18

19

20


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 4 of 4

Completion

Final W.L.



643584.0

771244.0 -4.7

7/8/08



B.H. No.

2CFIG No.5.5



Surface: Water From 0 to 4.57m

Very Loose Light Brown Coarse to FineSAND with Shell Fragments 1

110

462.5cm

0

1

2

3

4

5


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 1 of 4

Completion

Final W.L.



644095.0

770793.0 -4.4

26/7/08

26/7/08

4.6

14a Hope RoadKingston 10, Jamaica W.I.


B.H. No.

3AFIG No.5.6



Very Loose Grey Medium to Fine SANDwith some Silt and a trace of Peat

Compact Coarse to Fine SAND withtraces of Gravel & Silt

Dense Grey Coarse to Fine SAND &GRAVEL

2

3

4

111

101316

122020

4646

4638

4638

5

6

7

8

9

10


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 2 of 4

Completion

Final W.L.



644095.0

770793.0 -4.4

26/7/08

26/7/08

4.6



B.H. No.

3AFIG No.5.6



Very Dense Grey Coarse to MediumSAND


Dense Grey Coarse to Fine SAND withsome Silt and a trace of Gravel

Very Dense Grey Gravelly Coarse toFine SAND with a trace of Silt

5

6

7

50/2.5cm

3950/5cm

232023

1310

2523

4638

>>

>>

10

11

12

13

14

15


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 3 of 4

Completion

Final W.L.



644095.0

770793.0 -4.4

26/7/08

26/7/08

4.6



B.H. No.

3AFIG No.5.6



End Of Bore Hole @ 15.69

837

50/2.5cm2825

>>

15

16

17

18

19

20


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 4 of 4

Completion

Final W.L.



644095.0

770793.0 -4.4

26/7/08

26/7/08

4.6



B.H. No.

3AFIG No.5.6




Compact Dark Grey Coarse to FineSAND with some Peat and ShellFragments

1386

4623

0

1

2

3

4

5


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 1 of 4

Completion

Final W.L.


PalisadoesWash Boring with NQ rod/ SPT with63.5Kg Cathead Hammer643867.0

771358.0 -4.2

22/7/08



B.H. No.

3CFIG No.5.7



Compact Dark Grey Coarse to MediumSAND with some Gravel and a trace ofSilt

Compact Grey Gravelly Coarse toMedium SAND with a trace of Silt

Very Dense Grey Silty Medium to FineSAND

2

3

4

466

19811

183050

4628

4620

4630

5

6

7

8

9

10


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 2 of 4

Completion

Final W.L.



771358.0 -4.2

22/7/08



B.H. No.

3CFIG No.5.7



Very Dense Grey Medium to FineSAND with some Silt

Very Dense Grey Medium to fine SANDwith some Silt

Very Dense Grey Silty Coarse toMedium SAND


5

6

7

394250

313948

3950/5cm

4638

4628

2518

>>

10

11

12

13

14

15


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 3 of 4

Completion

Final W.L.



771358.0 -4.2

22/7/08



B.H. No.

3CFIG No.5.7




83642

50/8cm

3830

>>

15

16

17

18

19

20


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 4 of 4

Completion

Final W.L.



771358.0 -4.2

22/7/08



B.H. No.

3CFIG No.5.7



Surface: Water From 0 to 5.49m0

1

2

3

4

5


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 1 of 4

Completion

Final W.L.



771190.0 -5.2

24/7/08



B.H. No.

4BFIG No.5.8



No Recovery After Driving Hammer0.46m

Compact Grey Coarse to Medium SANDwith a trace of Shell Fragments & Gravel

Very Dense Grey Medium to FineSAND with a trace of Silt

1

2

3

101

6910

7450

460

4643

4641

5

6

7

8

9

10


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 2 of 4

Completion

Final W.L.



771190.0 -5.2

24/7/08



B.H. No.

4BFIG No.5.8




Very Dense Grey Medium to FineSAND

Very Dense Grey Coarse to Fine SANDwith some Gravel and a trace of Silt


4

5

6

113740

4050/8cm

293739

4641

2320

4646

>>

10

11

12

13

14

15


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 3 of 4

Completion

Final W.L.



771190.0 -5.2

24/7/08



B.H. No.

4BFIG No.5.8




7303341

4646

15

16

17

18

19

20


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 4 of 4

Completion

Final W.L.



771190.0 -5.2

24/7/08



B.H. No.

4BFIG No.5.8



Surface : Water from Surface to 4.57m

Very Loose Grey Medium SAND withsome Shell Fragments 1

100

465

0

1

2

3

4

5


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 1 of 4

Completion

Final W.L.


PalisadoesWash Boring with NQ rod/ SPT with63.5Kg Cathead Hammer

-4.7

28/7/08



B.H. No.

4CFIG No.5.9



Compact Dark Grey Medium SANDwith a trace of Shell Fragments

Compact Dark Grey Gravelly Medium toFine SAND with a trace of Silt

Dense Grey Coarse to Fine SAND withsome Gravel and a trace of Silt

2

3

4

8109

81310

102229

4638

4643

4643

5

6

7

8

9

10


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 2 of 4

Completion

Final W.L.



-4.7

28/7/08



B.H. No.

4CFIG No.5.9



Dense Grey Coarse to Fine SAND withsome Gravel and a trace of Silt

Dense Grey Coarse to Fine SAND &GRAVEL with a trace of Silt


Very Dense Grey Coarse to Fine SAND& GRAVEL and a trace of Silt

5

6

7

93837

113937

3748

50/5cm

4630

4638

4136

>>

10

11

12

13

14

15


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 3 of 4

Completion

Final W.L.



-4.7

28/7/08



B.H. No.

4CFIG No.5.9




83945

50/8cm

3830

>>

15

16

17

18

19

20


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 4 of 4

Completion

Final W.L.



-4.7

28/7/08



B.H. No.

4CFIG No.5.9



Surface: Water from 0 - 4.57m

Very Loose Grey Medium to Fine SANDwith trace of shell fragments & siLT 1

101

4643

0

1

2

3

4

5


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 1 of 4

Completion

Final W.L.



644036.0

771755.0 -4.4

23/7/08



B.H. No.

4DFIG No.5.10



Compact Grey Medium to Fine SANDwith some Gravel

Compact Grey Medium to Fine SANDwith some Silt

Dense Grey Coarse to Fine SAND &GRAVEL

2

3

4

6910

22912

302621

4636

4641

4641

5

6

7

8

9

10


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 2 of 4

Completion

Final W.L.



644036.0

771755.0 -4.4

23/7/08



B.H. No.

4DFIG No.5.10



Very Dense brown Silty Medium to FineSAND with some Gravel

Very Dense Brown Medium to FineSAND with some Silt and a trace ofGravel

Very Dense Grey Gravelly Coarse toFine SAND with some Silt

Very Dense Grey Gravelly Coarse toFine SAND some Silt

5

6

7

4045

50/13cm

394043

373940

4625

4630

4633

>>

10

11

12

13

14

15


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 3 of 4

Completion

Final W.L.



644036.0

771755.0 -4.4

23/7/08



B.H. No.

4DFIG No.5.10



End of Borehole at 15.69m

84541

50/10cm

4628

>>

15

16

17

18

19

20


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 4 of 4

Completion

Final W.L.



644036.0

771755.0 -4.4

23/7/08



B.H. No.

4DFIG No.5.10




Very Loose Dark Grey Coarse SANDwith some Shell Fragments and a traceof Silt

1001

4643

0

1

2

3

4

5


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 1 of 4

Completion

Final W.L.



643922.0

772038.0 -4.7

27/7/08

27/7/08

4.6



B.H. No.

4EFIG No.5.11



First 0.3m went down under weight ofhammerLoose Dark Grey Coarse to Fine SANDwith traces of Gravel & Silt


Very Dense Grey Coarse SAND &GRAVEL

2

3

4

546

101636

173335

4641

4646

4646

5

6

7

8

9

10


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 2 of 4

Completion

Final W.L.



643922.0

772038.0 -4.7

27/7/08

27/7/08

4.6



B.H. No.

4EFIG No.5.11



Dense Grey Silty Coarse to Fine SANDwith a trace of Gravel

Very Dense Silty Grey Coarse to FineSAND with some Gravel

Very Dense Grey Silty Coarse to FineSAND with some Gravel

Very Dense Grey Silty Gravelly Coarseto Fine Coarse SAND

5

6

7

214614

102532

293339

4643

4643

4643

10

11

12

13

14

15


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 3 of 4

Completion

Final W.L.



643922.0

772038.0 -4.7

27/7/08

27/7/08

4.6



B.H. No.

4EFIG No.5.11




8404550

4641

15

16

17

18

19

20


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 4 of 4

Completion

Final W.L.



643922.0

772038.0 -4.7

27/7/08

27/7/08

4.6



B.H. No.

4EFIG No.5.11




Spoon went down under weight ofHammerNO Recovery

Compact Dark Grey Medium to FineSAND with some Peat and ShellFragments

1

2

000

139

460

4623

0

1

2

3

4

5


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 1 of 4

Completion

Final W.L.



772604.0 -3.9

21/7/08



B.H. No.

4GFIG No.5.12



Compact Dark Grey Coarse to FineMedium SAND with some Gravel &Shells Fragments

Dense Dark Grey Coarse to Fine SAND& GRAVEL with a trace of Silt

Dense Dark Grey Coarse to Fine SAND& GRAVEL with a trace of Silt

3

4

5

269

172126

201426

4623

4630

4630

5

6

7

8

9

10


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 2 of 4

Completion

Final W.L.



772604.0 -3.9

21/7/08



B.H. No.

4GFIG No.5.12



Very Dense Dark Greenish Grey CoarseSandy GRAVEL with a trace of Silt

Very Dense Dark Grey Sandy GRAVELwith a trace of Silt

Very Dense Dark Grey Coarse to FineSAND & GRAVEL with a trace of Silt

Very Dense Dark Grey & BrownGRAVEL & SAND with a trace of Silt

6

7

8

4250/5cm

3745

50/10cm

324347

2520

3823

4638

>>

>>

10

11

12

13

14

15


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 3 of 4

Completion

Final W.L.



772604.0 -3.9

21/7/08



B.H. No.

4GFIG No.5.12




9374542

4630

15

16

17

18

19

20


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 4 of 4

Completion

Final W.L.



772604.0 -3.9

21/7/08



B.H. No.

4GFIG No.5.12




Very Loose Speckled Grey Medium toFine SAND with traces of Peat andShells

Compact Speckled Grey Medium to FineSAND with some Shells & Silt

1

2

101

1067

4620

4646

0

1

2

3

4

5


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 1 of 4

Completion

Final W.L.



644090.0

772435.0 -4.2

29/7/08



B.H. No.

5FFIG No.5.13



Loose Grey Coarse to Medium SANDwith some Gravel



3

4

5

457

162428

242729

4646

4636

4638

5

6

7

8

9

10


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 2 of 4

Completion

Final W.L.



644090.0

772435.0 -4.2

29/7/08



B.H. No.

5FFIG No.5.13







6

7

8

202329

242123

252932

4638

4641

4638

10

11

12

13

14

15


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 3 of 4

Completion

Final W.L.



644090.0

772435.0 -4.2

29/7/08



B.H. No.

5FFIG No.5.13




9181720

4641

15

16

17

18

19

20


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 4 of 4

Completion

Final W.L.



644090.0

772435.0 -4.2

29/7/08



B.H. No.

5FFIG No.5.13




Very Loose Light Brown Coarse SAND& Shell Fragments

Compact Grey Silty Medium to FineSAND with some Shell Fragments and atrace of Peat

1

2

101

3912

462.5

4638

0

1

2

3

4

5


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 1 of 4

Completion

Final W.L.



643976.0

772718.0 -3.7

27/7/08



B.H. No.

5GFIG No.5.14



Compact Grey Medium to fine SANDwith a trace of Shell Fragments & Silt

Dense Grey Gravelly Coarse to FineSAND with a trace of Silt

Very Dense Grey SAND & GRAVELwith a trace of Silt

3

4

5

7911

221720

324650

4641

4641

4641

5

6

7

8

9

10


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 2 of 4

Completion

Final W.L.



643976.0

772718.0 -3.7

27/7/08



B.H. No.

5GFIG No.5.14







6

7

8

174850

494533

433940

4633

4641

4633

10

11

12

13

14

15


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 3 of 4

Completion

Final W.L.



643976.0

772718.0 -3.7

27/7/08



B.H. No.

5GFIG No.5.14




9294043

4633

15

16

17

18

19

20


(kNm )3(kPa)

14.0 18.0 22.0 26.0 50 100 150 200

Strata Plot

Water Level

SPT Blow Cnt

Type

ID Mark

Recovery



Easting Elevation



20 40 60 80 20 40 60 80




Start Sheet 4 of 4

Completion

Final W.L.



643976.0

772718.0 -3.7

27/7/08



B.H. No.

5GFIG No.5.14




FACTUAL REPORT

64

APPENDIX II

LABORATORY TEST RESULTS

Table 6 – I - Summary of Laboratory Test Result

Table 6 – II - Soil Grain Size Distributions

1B4.6

-9.3 34.94.6 5.2 TW P,U,S,H

1B6.1

-10.8 15.16.1 6.6 SS 46,46 1,2,2

1B7.6

-12.3

POORLY GRADED SAND

3.21B

9.1-13.8 12.4

1B10.7

-15.4

POORLY GRADED SAND

3.110.7 11.1 SS 46,38 11,16,20

1B12.2

-16.9 8.412.2 12.7 SS 28,2328,50/13cm

1B13.7

-18.4

WELL-GRADED SAND

3.71B

15.2-19.9 5.2

1C4.6

-9.3 39.24.6 5.2 TW P,U,S,H

1C6.1

-10.8 17.56.1 6.6 SS 46,46 2,1,1

1C7.6

-12.3 7.81C

9.1-13.8 6.1

1C10.7

-15.4 5.910.7 11.1 SS 46,41 11,15,19

1C12.2

-16.9

POORLY GRADED SAND

3.612.2 12.7 SS 46,41 13,28,38

1C13.7

-18.4 7.31C

15.2-19.9 10.2

2B5.2

-9.9 14.45.2 5.6 SS 46,30 1,2,2

2B6.1

-10.8 13.96.1 6.6 SS 46,30 8,6,7

2B7.6

-12.3 5.9

Manager:

Location:

Elevation Datum:

Client: Project Notes:

Palisadoes

Airports Authority of Jamaica

,

,

Elev.

SpecimenDescription

LL PL PI Fines

BulkDensity

DryDensity

WaterContent

LayerCode

Sample Data

Top Bottom Type Rec 'N'

BoreholeDepth

Project: Job Number: Sheet ofNMIA Runway Extension 200824 1 5

Summary of Soil Properties

3209:Soilpaz:18-9-08

JETSTABLE 6-I (a)

2B9.1

-13.8

POORLY GRADED SAND with GRAVEL

1.62B

10.7-15.4 14.5

10.7 11.1 SS 46,30 46,13,19

2B12.2

-16.9 17.312.2 12.7 SS 46,35 37,29,30

2B13.7

-18.4 5.42B

15.2-19.9 14.8

2C4.9

-9.6 34.34.9 5.5 TW P,U,S,H

2C6.1

-10.8 7.26.1 6.6 SS 46,38 5,4,4

2C7.6

-12.3


2.62C

9.1-13.8

POORLY GRADED SAND

4.52C

10.7-15.4 9.9

10.7 11.1 SS 46,38 14,17,17

2C12.2

-16.9 9.012.2 12.7 SS 46,38 10,13,19

2C13.7

-18.4 9.52C

15.2-19.9 5.4

3A6.1

-10.5 22.76.1 6.6 SS 46,46 1,1,1

3A7.6

-12.0

WELL-GRADED SAND

3.93A

9.1-13.5


4.53A

10.7-15.1

POORLY GRADED SAND

1.710.7 11.1 SS 13,10 50/2.5cm

3A12.2

-16.6

POORLY GRADED SAND

1.512.2 12.7 SS 25,2339,50/5cm

3A13.7

-18.1 11.43A

15.2-19.6 5.4

3C4.6

-8.8 10.44.6 5.0 SS 46,23 3,8,6

3C6.1

-10.3 5.96.1 6.6 SS 46,28 4,6,6

Elev.

SpecimenDescription

LL PL PI Fines

BulkDensity

DryDensity

WaterContent

LayerCode

Sample Data


BoreholeDepth



3209:Soilpaz:18-9-08

JETSTABLE 6-I (b)

3C7.6

-11.8


3.63C

9.1-13.3 27.9

3C10.7

-14.9 16.810.7 11.1 SS 46,38 39,42,50

3C12.2

-16.4 12.112.2 12.7 SS 46,28 31,39,48

3C13.7

-17.9 34.23C

15.2-19.4

POORLY GRADED SAND

4.14B

7.6-12.8


1.24B

9.1-14.3

POORLY GRADED SAND

4.14B

10.7-15.9 5.8

10.7 11.1 SS 46,41 11,37,40

4B12.2

-17.4 8.612.2 12.7 SS 23,2040,50/8cm

4B13.7

-18.9 8.14B

15.2-20.4 8.7

4C6.1

-10.8

POORLY GRADED SAND

0.36.1 6.6 SS 46,38 8,10,9

4C7.6

-12.3 7.04C

9.1-13.8 7.4

4C10.7

-15.4 8.810.7 11.1 SS 46,30 9,38,37

4C12.2

-16.9 7.512.2 12.7 SS 46,38 11,39,37

4C13.7

-18.4 8.54C

15.2-19.9 6.0

4D4.6

-9.0


1.04.6 5.0 SS 46,43 1,0,1

4D6.1

-10.5 5.46.1 6.6 SS 46,36 6,9,10

4D7.6

-12.0 11.8

Elev.

SpecimenDescription

LL PL PI Fines

BulkDensity

DryDensity

WaterContent

LayerCode

Sample Data


BoreholeDepth



3209:Soilpaz:18-9-08

JETSTABLE 6-I (c)

4D9.1

-13.5

WELL-GRADED SAND with GRAVEL

2.54D

10.7-15.1 24.3

10.7 11.1 SS 46,2540,45,50/13cm

4D12.2

-16.6 16.312.2 12.7 SS 46,30 39,40,43

4D13.7

-18.1 13.04D

15.2-19.6 10.6

4E4.6

-9.3 9.24.6 5.0 SS 46,43 0,0,1

4E6.1

-10.8

WELL-GRADED SAND

4.86.1 6.6 SS 46,41 5,4,6

4E7.6

-12.3

WELL-GRADED SAND

4.74E

9.1-13.8 5.0

4E10.7

-15.4 27.210.7 11.1 SS 46,43 21,46,14

4E12.2

-16.9 28.012.2 12.7 SS 46,43 10,25,32

4E13.7

-18.4 21.64E

15.2-19.9 22.3

4G4.6

-8.5 11.24.6 5.0 SS 46,23 1,3,9

4G6.1

-10.0

WELL-GRADED SAND with GRAVEL

3.36.1 6.6 SS 46,23 2,6,9

4G7.6

-11.5 5.74G

9.1-13.0

WELL-GRADED GRAVEL with SAND

4.34G

10.7-14.6 5.5

10.7 11.1 SS 25,2042,50/5cm

4G12.2

-16.1 6.412.2 12.7 SS 38,2337,45,50/10cm

4G13.7

-17.6 6.14G

15.2-19.1 5.2

5F3.7

-7.9 9.83.7 4.1 SS 46,20 1,0,1

Elev.

SpecimenDescription

LL PL PI Fines

BulkDensity

DryDensity

WaterContent

LayerCode

Sample Data


BoreholeDepth



3209:Soilpaz:18-9-08

JETSTABLE 6-I (d)

5F4.6

-8.8 10.34.6 5.0 SS 46,46 10,6,7

5F6.1

-10.3


1.36.1 6.6 SS 46,46 4,5,7

5F7.6

-11.8 7.75F

9.1-13.3 6.9

5F10.7

-14.9 8.210.7 11.1 SS 46,38 20,23,29

5F12.2

-16.4 7.112.2 12.7 SS 46,41 24,21,23

5F13.7

-17.9 7.15F

15.2-19.4 10.3

5G4.6

-8.3 24.24.6 5.0 SS 46,38 3,9,12

5G6.1

-9.8 5.36.1 6.6 SS 46,41 7,9,11

5G7.6

-11.3 6.05G

9.1-12.8 5.0

5G10.7

-14.4 5.810.7 11.1 SS 46,33 17,48,50

5G12.2

-15.9 6.312.2 12.7 SS 46,41 49,45,33

5G13.7

-17.4 6.25G

15.2-18.9 6.0

Elev.

SpecimenDescription

LL PL PI Fines

BulkDensity

DryDensity

WaterContent

LayerCode

Sample Data


BoreholeDepth



3209:Soilpaz:18-9-08

JETSTABLE 6-I (e)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

0.801.291.841.102.25

0.4681.1080.3071.108

0.5249

0.4908

12.24.91.44.312.6

U.S. SIEVE NUMBERS

D50

fine

34.915.13.212.43.1

0.411.011.550.801.75

4.66.17.69.1

10.7

1/2

MC%

4

POORLY GRADED SAND SP


Specimen Identification


Classification LL PL PI Cu

D60 D30 D10

GRAIN SIZE IN MILLIMETERS

HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND

coarse coarse medium

3.521.64.6

fine

10 30

52.980.195.483.384.3

PERCENT

FINER

BY

WEIGHT

U.S. SIEVE OPENING IN INCHES

Cc

1B1B1B1B1B

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

4.66.17.69.1

10.7

1B1B1B1B1B

1.271.671.11

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE

NMIA Runway Extension - Palisadoes 20082418/9/08

KingstonJETS Table 6 - II (a)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

2.391.511.670.701.07

0.8170.8710.916

0.333

0.11000.24990.2479

21.72.05.88.06.5

U.S. SIEVE NUMBERS

D50

fine

8.43.75.239.217.5

1.661.261.360.360.80

12.213.715.24.66.1

1/2

MC%

4

WELL-GRADED SAND SW




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


21.76.06.7

fine

10 30

69.994.289.052.876.0

PERCENT

FINER

BY

WEIGHT


Cc

1B1B1B1C1C

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

12.213.715.24.66.1

1B1B1B1C1C

2.542.012.03

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (b)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

1.731.301.752.001.44

0.9090.6080.9841.1420.685

0.14840.16610.21720.55690.1210

3.71.70.02.80.5

U.S. SIEVE NUMBERS

D50

fine

7.86.15.93.67.3

1.391.071.451.661.18

7.69.1

10.712.213.7

1/2

MC%

4





D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


11.67.98.13.611.9

fine

10 30

88.592.194.193.692.2

PERCENT

FINER

BY

WEIGHT


Cc

1C1C1C1C1C

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

7.69.1

10.712.213.7

1C1C1C1C1C

3.221.712.541.172.70

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (c)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

1.451.231.381.671.96

0.7180.3050.4360.7490.842

0.19150.4354

2.813.412.826.515.3

U.S. SIEVE NUMBERS

D50

fine

10.214.413.95.91.6

1.190.810.961.301.48

15.25.26.17.69.1

1/2

MC%

4

POORLY GRADED SAND with GRAVEL SP




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


20.7

8.74.5

fine

10 30

87.072.273.367.583.1

PERCENT

FINER

BY

WEIGHT


Cc

1C2B2B2B2B

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

15.25.26.17.69.1

1C2B2B2B2B

5.08

1.760.83

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (d)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

1.731.842.491.140.57

0.4600.5331.2730.461

0.4694

21.010.83.30.111.1

U.S. SIEVE NUMBERS

D50

fine

14.517.35.414.834.3

1.051.332.090.940.32

10.712.213.715.24.9

1/2

MC%

4




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


5.3

fine

10 30

64.571.991.385.054.6

PERCENT

FINER

BY

WEIGHT


Cc

2B2B2B2B2C

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

10.712.213.715.24.9

2B2B2B2B2C

1.38

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (e)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

3.342.921.801.241.59

1.2541.2940.9800.4980.645

0.16330.55910.33090.07580.0942

25.821.95.43.38.2

U.S. SIEVE NUMBERS

D50

fine

7.22.64.59.99.0

2.602.231.471.011.24

6.17.69.1

10.712.2

1/2

MC%

4

POORLY GRADED SAND with GRAVEL SPPOORLY GRADED SAND SP




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


20.45.25.416.416.9

fine

10 30

67.075.590.186.882.8

PERCENT

FINER

BY

WEIGHT


Cc

2C2C2C2C2C

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

6.17.69.1

10.712.2

2C2C2C2C2C

2.891.031.612.622.77

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (f)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

1.781.770.841.456.06

0.6140.8810.1970.6521.078

0.08480.2337

0.19860.1926

13.614.86.96.343.4

U.S. SIEVE NUMBERS

D50

fine

9.55.422.73.94.5

1.311.400.561.153.36

13.715.26.17.69.1

1/2

MC%

4

WELL-GRADED SAND SWPOORLY GRADED SAND with GRAVEL SP




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


21.07.6

7.331.5

fine

10 30

76.979.870.489.852.0

PERCENT

FINER

BY

WEIGHT


Cc

2C2C3A3A3A

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

13.715.26.17.69.1

2C2C3A3A3A

2.501.88

1.481.00

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (g)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

1.721.431.274.550.86

0.9900.8560.4811.1270.338

0.51090.4605

0.1787

0.83.14.539.04.9

U.S. SIEVE NUMBERS

D50

fine

1.71.511.45.410.4

1.431.210.982.960.65

10.712.213.715.24.6

1/2

MC%

4

POORLY GRADED SAND SPPOORLY GRADED SAND SP




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


3.43.123.725.512.8

fine

10 30

97.595.484.255.584.7

PERCENT

FINER

BY

WEIGHT


Cc

3A3A3A3A3C

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

10.712.213.715.24.6

3A3A3A3A3C

1.121.113.401.561.98

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (h)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

2.874.550.301.091.16

1.3321.4500.0960.2950.451

0.26360.4975

15.138.90.01.20.0

U.S. SIEVE NUMBERS

D50

fine

5.93.627.916.812.1

2.353.060.230.900.96

6.17.69.1

10.712.2

1/2

MC%

4





D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


10.99.2

22.7

fine

10 30

79.057.572.182.087.9

PERCENT

FINER

BY

WEIGHT


Cc

3C3C3C3C3C

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

6.17.69.1

10.712.2

3C3C3C3C3C

2.340.93

3.41%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (i)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

1.231.936.181.131.12

1.1471.6100.5760.510

0.57730.72940.20980.1724

0.33.748.00.72.0

U.S. SIEVE NUMBERS

D50

fine

34.24.11.24.15.8

0.881.624.260.950.92

13.715.27.69.1

10.7

1/2

MC%

4

POORLY GRADED SAND SPPOORLY GRADED SAND with GRAVEL SP





D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


3.38.55.46.5

fine

10 30

65.592.150.895.292.1

PERCENT

FINER

BY

WEIGHT


Cc

3C3C4B4B4B

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

13.715.27.69.1

10.7

3C3C4B4B4B

1.180.581.411.35

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (j)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

0.811.420.882.202.32

0.4040.5170.3361.2710.651

0.10460.12800.09730.89270.1537

0.218.12.25.133.3

U.S. SIEVE NUMBERS

D50

fine

8.68.18.70.37.0

0.651.070.661.811.49

12.213.715.26.17.6

1/2

MC%

4





D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


7.711.19.02.515.1

fine

10 30

91.173.889.194.659.6

PERCENT

FINER

BY

WEIGHT


Cc

4B4B4B4C4C

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

12.213.715.26.17.6

4B4B4B4C4C

1.931.471.330.821.19

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (k)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

1.801.406.783.105.32

0.4360.4310.9910.6701.092

0.10460.09100.14640.09440.1222

12.314.246.230.843.2

U.S. SIEVE NUMBERS

D50

fine

7.48.87.58.56.0

1.240.983.661.953.46

9.110.712.213.715.2

1/2

MC%

4




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


17.315.346.332.843.5

fine

10 30

80.377.046.360.750.8

PERCENT

FINER

BY

WEIGHT


Cc

4C4C4C4C4C

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

9.110.712.213.715.2

4C4C4C4C4C

1.011.460.991.541.84

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (l)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

2.181.461.095.050.39

0.5740.7740.4231.2420.153

0.21400.1907

0.2648

31.114.41.941.313.1

U.S. SIEVE NUMBERS

D50

fine

1.05.411.82.524.3

1.321.210.873.160.28

4.66.17.69.1

10.7

1/2

MC%

4


WELL-GRADED SAND with GRAVEL SW




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


10.27.719.119.1

fine

10 30

67.980.186.456.262.6

PERCENT

FINER

BY

WEIGHT


Cc

4D4D4D4D4D

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

4.66.17.69.1

10.7

4D4D4D4D4D

0.702.152.901.15

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (m)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

0.402.123.332.361.19

0.1810.3170.4480.6730.521

0.08800.1832

9.431.933.914.79.0

U.S. SIEVE NUMBERS

D50

fine

16.313.010.69.24.8

0.311.021.831.690.91

12.213.715.24.66.1

1/2

MC%

4

WELL-GRADED SAND SW




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


50.426.86.5

fine

10 30

74.355.255.576.186.1

PERCENT

FINER

BY

WEIGHT


Cc

4D4D4D4E4E

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

12.213.715.24.66.1

4D4D4D4E4E

0.912.191.24

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (n)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

1.504.700.961.001.90

0.5971.2990.1030.0920.226

0.19180.1856

14.039.77.312.519.5

U.S. SIEVE NUMBERS

D50

fine

4.75.027.228.021.6

1.143.210.530.471.19

7.69.1

10.712.213.7

1/2

MC%

4

WELL-GRADED SAND SW




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


7.825.3

fine

10 30

81.255.265.559.558.9

PERCENT

FINER

BY

WEIGHT


Cc

4E4E4E4E4E

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

7.69.1

10.712.213.7

4E4E4E4E4E

1.241.93

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (o)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

2.220.651.684.386.39

0.2700.2570.7401.1861.684

0.21450.17060.2013

29.90.115.937.848.8

U.S. SIEVE NUMBERS

D50

fine

22.311.23.35.74.3

1.250.501.313.034.49

15.24.66.17.69.1

1/2

MC%

4

WELL-GRADED SAND with GRAVEL SW

WELL-GRADED GRAVEL with SAND GW




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


11.07.825.731.8

fine

10 30

47.888.680.856.546.9

PERCENT

FINER

BY

WEIGHT


Cc

4E4G4G4G4G

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

15.24.66.17.69.1

4E4G4G4G4G

1.691.521.882.20

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (p)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

17.6615.276.968.720.61

2.6613.2711.3651.9810.247

0.18640.17720.16460.19620.0775

63.865.550.855.08.2

U.S. SIEVE NUMBERS

D50

fine

5.56.46.15.29.8

9.2811.514.895.810.45

10.712.213.715.23.7

1/2

MC%

4




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


94.786.242.344.57.9

fine

10 30

30.828.243.139.981.9

PERCENT

FINER

BY

WEIGHT


Cc

4G4G4G4G5F

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

10.712.213.715.23.7

4G4G4G4G5F

2.153.951.632.291.28

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (q)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

1.191.992.092.472.42

0.4631.2250.5600.6950.655

0.88540.11020.12960.1014

5.417.515.022.024.4

U.S. SIEVE NUMBERS

D50

fine

10.31.37.76.98.2

0.941.691.441.691.60

4.66.17.69.1

10.7

1/2

MC%

4





D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


17.52.319.019.123.9

fine

10 30

84.381.277.371.167.4

PERCENT

FINER

BY

WEIGHT


Cc

5F5F5F5F5F

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

4.66.17.69.1

10.7

5F5F5F5F5F

2.650.851.361.511.75

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (r)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

3.152.372.160.511.28

0.8720.7380.6060.1780.583

0.15240.1357

0.1654

30.522.523.10.66.3

U.S. SIEVE NUMBERS

D50

fine

7.17.110.324.25.3

2.041.621.450.391.07

12.213.715.24.66.1

1/2

MC%

4




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


20.617.431.2

7.7

fine

10 30

62.470.366.675.288.5

PERCENT

FINER

BY

WEIGHT


Cc

5F5F5F5G5G

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

12.213.715.24.66.1

5F5F5F5G5G

1.591.702.45

1.61%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (s)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

3.337.706.356.816.01

0.7701.4641.3090.8060.977

0.15110.18290.15930.15390.1078

31.651.148.851.048.0

U.S. SIEVE NUMBERS

D50

fine

6.05.05.86.36.2

2.184.984.474.904.27

7.69.1

10.712.213.7

1/2

MC%

4




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


22.042.139.944.355.8

fine

10 30

62.443.945.442.845.8

PERCENT

FINER

BY

WEIGHT


Cc

5G5G5G5G5G

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

7.69.1

10.712.213.7

5G5G5G5G5G

1.181.521.690.621.47

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (t)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

200

%Clay

9.81 2.176 0.1299 58.2

U.S. SIEVE NUMBERS

D50

fine

6.06.6015.2

1/2

MC%

4




D60 D30 D10


HYDROMETER6 4 3 1.5 1 3/4 3/8 3 6 8 1416 20 40 50 70100140

COBBLESGRAVEL SAND


75.5

fine

10 30

35.8

PERCENT

FINER

BY

WEIGHT


Cc

5G

3203:{GRSZLSZ:18-9-08

2

SILT OR CLAY

15.25G 3.71

%Gravel %Sand %Silt

GRADATION CURVES

PROJECT JOB NO.DATE


KingstonJETS Table 6 - II (u)

Date post:	19-Mar-2018
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