QUALITY CONTROL SAMPLING AND TESTING FREQUENCY …...JOB CONTROL ACCEPTANCE SAMPLE AND TESTS BASIS...

City of Indianapolis

DEPARTMENT OF PUBLIC WORKS

QUALITY CONTROL

SAMPLING AND TESTING

FREQUENCY MANUAL

Date of Issue

April 13, 1994

Revised

January 2017

ITEM

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NO.

JOB CONTROL

ACCEPTANCE SAMPLE AND TESTS

BASIS FOR

APPROVAL

QC 1

1. HMA MATERIALS PAVING GRADES PG64-22 AND PG58-28 ALL OTHER PAVING GRADES

902.01a ITM581 ITM583 902.01a

LOCATION: HMA mixing plant FREQUENCY: Two verification samples per year per certified plant per grade. Certification-Type A shall be maintained at the certified Plant per grade. Materials in storage for more than 60 days without testing must be sampled, tested and approved prior to use. Two 1 qt (1L) samples per sublot (one sublot equals a 24 hour period). A lot is 1-7 sublots per calendar week. (Sun-Sat.)

Type “A” Certification. Verification by DPW Testing. Verification By DPW Testing.

2. HMA MIXTURES

402.04 402.07 ITM583

LOCATION: HMA Plants FREQUENCY: Certification –Type D. For Base and intermediate one Sample for 1st 250 ton (250 Mg) and each 1000 ton (1000 Mg) thereafter per day. For Surface one sample For 1st 250 ton (250 Mg) and each 600 ton (600 Mg) thereafter per day. Schedule to apply to each type of mixture.

Type “D” Certification IT205

3. STEEL H PILES, ENCASED CONCRETE PILES, STEEL SHEET PILES

915.01 915.02 910.21

LOCATION: JOBSITE FREQUENCY: UNCOATED: Visually Check for dimension and workmanship EPOXY COATED: Coating must be from a list of approved products issued by Division of Materials & Tests visually checked for epoxy coating, conditions, dimensions, and workmanship. Epoxy coating thickness will be measured with a paint thickness gage, and recorded.

Mill Certification. Mill Certification or Compliance by applicator and Type “C” Certification (epoxy coating).

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QC 2

4. WOODEN PILES

911.01e 911.02c

LOCATION: ANY LOCATION PRIOR TO USE FREQUENCY: UNTREATED: Visually inspect each piece for species, straightness and quality. TREATED: Visually inspect each piece after treatment and perform assay tests. (Testing by ONM unless approved otherwise) Approval Number-Stamp on end

Type “C” Certification Type “C” Certification

5. ELASTOMERIC BRIDGE BEARING PADS

915.04 LOCATION: ANY LOCATION PRIOR TO USE FREQUENCY: One sample (one pad) of each type for each lot. When shapes A and B of any type are required, only shape A shall be furnished for testing. Allow 30 days for testing.

Type “B” Certification

6. EXPANSION JOINTS

906.07a 906.07c RSP 724-B-145

LOCATION: JOBSITE FREQUENCY: TYPE SS: Visually inspect for dimension and workmanship. Certification for Elastomer –Type B Certification for Str. Steel and Sealant-Type C TYPE M: Visually inspect for dimension and workmanship. Certification for Elastomer – Type B Certification for Str. Steel and Sealant-Type C SEALING SYSTEM: Certification for Silicone Sealant-Type A Certification for Polymer Nosing System Binder-Type A Certification for Polymer Nosing System Mortar-Type A Certification for Bond Breaker- Type C

Certification for Elastomer –Type B Certification for Str. Steel and Sealant-Type C Type “A” Certification Type “A: Certification Type “A” certification Type “C” Certification

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QC 3

7. AGGREGATES

904 LOCATION: CAPP SOURCE FREQUENCY: CONCRETE AND HMA PLANTS: Approval Number

IT 211

8. CEMENT AND FLY ASH

901.01 901.02

LOCATION: BATCH PLANT FREQUENCY: Approval Number CEMENT- One 12 lb (6 kg) random verification sample required as directed. FLY ASH- One 5 lb (3kg) random verification sample required as directed.

Every Bulk delivery must be on INDOT Division of Materials & Tests list of approved manufacturers. Type “C” Certification

9. BAGGED CEMENTS AND MORTAR MIX

901.08 LOCATION: JOBSITE FREQUENCY: BAGGED CEMENTS (Portland and Masonry Cements) < 75 bags, Visual Inspection. >/= 75 bags, test results (from OMM) One unopened bag for each 250bags. BAGGED MORTAR MIX- Visual Inspection. All packages shall be identified as conforming to ASTM

C-387.

No Sample ID required. No Sample ID required.

10. CONCRETE ADMIXTURES

912.03 912.04

LOCATION: JOBSITE FREQUENCY: TYPE A, B, C, D, E, F, G, and AIR ENTRAINMENT- Approval Number. One (1) qt. (1L) random verification Sample required per year per manufacturer as directed. LATEX MODIFIER – Approval Number. One (1) qt. (1L) random verification Sample required per year per manufacturer as directed.

Must be on INDOT approved materials list Must be on INDOT approved materials list.

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QC 4

11. CONCRETE CURING MATERIALS

912.01 912.01 912.02

LOCATION: AT ANY LOCATION PRIOR TO USE FREQUENCY: Visual Inspection. Burlap Cloth (Jule or Kenal), Waterproof Paper Blankets, White

Polyethylene Sheeting, Film and Burlap. LOCATION: JOBSITE FREQUENCY: LIQUID MEMBRANE- </= 1000 gal. (4000 L)- Visual Inspection LIQUID MEMBRANE- > 1000 gal. (4000 L), test results (from

OMM). Sample once per source per contract which use > 1000 gal

(4000 L) or as requested. Sample will be obtained at sprayer nozzle to obtain 1 gal (4L)

sample. CONCRETE SEALERS, PROPRIETARY- Approval Number.

Certification Type C One (1) qt (1L) random verification sample required per year per manufacturer as directed. Sample obtained at sprayer nozzle.

Visual No Sample ID required T155 Type “C” Certification.

12. WATERPROOFING MATERIALS

702.23 LOCATION: JOBSITE FREQUENCY: TREATED cotton fabric, Woven glass fabric and Glass fiber material. Certification-Type C. ASPHALT for waterproofing. Certification- Type A.

Type “C” Certification. Type “A” Certification.

13. YIELD TEST

502.04 702 609

LOCATION: JOBSITE FREQUENCY: PAVEMENT-NON QC/QA-Approved CMD required. (includes

Driveways). One per 2400 syd (2000m2) SUPERSTRUCTURE-NON QC/QA(Acceptance) One per 100 cyd (80 m3) BRIDGE APPROACHES (Acceptance)

T121 T121

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QC 5

702 502 702 602 722

One per 100 cyd (80m3) STRUCTURES (Acceptance). Bridge sub-structures, Wingwalls, Drainage

Boxes and Railings. One per 50 cyd (40 m3). Visual for PLN quantity </= 20 cyd (16 m3). MISCELLANEOUS (Acceptance). Curbs, Curb Ramps, Sidewalks, Traffic

Items, Slope-walls, Anchors, Monuments, Pole Foundations etc. One per 100 cyd (80 m3)

Visual for PLN quantity </=40 cyd (32m3) MISCELLANEOUS (Acceptance). Concrete Barrier Walls and Sound

Wall Foundations. One per 200 cyd (160 m3) LATEX-MODIFIED (Acceptance). One per 30 cyd (24 m3) on first load of each truck and every third

load per truck thereafter.

T121 T121 No Sample ID required T121 No Sample ID required T121 Perform tests using ¼ cubic yard box method

14. AIR TEST

501.05 502.04 730.05 (RSP 730-B-157) 702 609 702 502 702

LOCATION: JOBSITE FREQUENCY: PAVEMENT-QC/QA-Approved CMD required. One per 2400 syd (2000

m2) PAVEMENT-NON QC/QA-Approved CMD required (includes

Driveways). One per 1200 syd (1000 m2) SUPERSTRUCTURE-QC/QA (Acceptance) One per 50 cyd (40 m3) SUPERSTRUCTURE-NON QC/QA(Acceptance) One per 50 cyd (40 m3) BRIDGE APPROACHES (Acceptance) One per 50 cyd (40 m3) STRUCTURES (Acceptance).Bridge Sub-structures, Wingwalls, Drainage boxes, and Railings. One per 50 cyd (40 m3). Visual for PLN quantity </=20 cyd (16 m3) MISCELLANEOUS (Acceptance). Curbs, Curb Ramps, Sidewalks, Traffic

Items, Slopewalls, Anchors, Monuments, Pole Foundations, etc. One per 50 cyd (40 m3) Visual for PLN quantity </=40 cyd (32 m3).

T152QC T152 T152 T152 T152 T152 No Sample ID required. T152 No sample ID required.

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QC 6

602 RSP 620-R-483 722

MISCELLANEOUS (Acceptance). Concrete Barrier Walls and Sound Wall Foundations. One per 200 cyd (160 m3). LATEX-MODIFIED (Acceptance). One per 30 cyd (24 m3) on first load of each truck and every third load per truck thereafter.

T152 T152 Air Content shall be a maximum of 6% by volume of the plastic mix

15. SLUMP TEST

502.04 609 702 702 502 702

LOCATION: JOBSITE FREQUENCY: PAVEMENT-NON QC/QA (Acceptance) Approved CMD required. (Includes Driveways). One per 1200 syd (4000 m2) BRIDGE APPROACHES (Acceptance) One per 100 cyd (80 m3) SUPERSTRUCTURE- NON QC/QA (Acceptance). One per 100 cyd (80 m3) STRUCTURES (Acceptance). Bridge Sub-structures, Wingwalls,

Drainage boxes, and Railings. One per 100 cyd (80 m3). Visual for PLN quantity </=20 cyd (16 m3). MISCELLANEOUS-(Acceptance). Curb, Curb Ramps, Sidewalks, Traffic

Items, Slopewalls, Anchors, Monuments, Pole Foundations etc

One per 100 cyd (80 m3). Visual for PLN quantity </=40 cyd (32 m3). LATEX- MODIFIED-(Acceptance). One series of tests on first load of each truck and every third

load per truck thereafter. One per 30 cyd (24 m3).

T119 T119 T119 T119 No Sample ID required. T119 No Sample ID required. T119LM

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QC 7

16. WATER-CEMENT RATIO TEST

501.05 702

LOCATION: JOBSITE FREQUENCY: PAVEMENT-QC/QA (Acceptance). Approved CMD required. One per 14,400 syd (12,000 m3) (Includes Driveways). One per 4800 syd (4000 m3) SUPERSTRUCTURE-NON QC/QA (Acceptance). One per 400 cyd (320 m3)

IT403Q IT403

17. FLEXURAL STRENGTH BEAMS

501.05 501.23 502.18 609.12 702.13g 702.24

LOCATION: JOBSITE FREQUENCY: PAVEMENT-QC/QA. (Acceptance). Approved CMD required Two beams per 2400 syd (2000 m2) PAVEMENT-QC/QA (Opening to Traffic) Test beams for Flexural Strength shall be obtained at the end of each day’s production. Age requirement or Strength by maturity method or Flexural Strength PAVEMENT-NON QC/QA (Opening to Traffic) Test beams shall be obtained at the end of each day’s production. Age Requirement or Flexural Strength BRIDGE APPROACHES (Opening to Traffic) Test beams shall be obtained at the end of each day’s production. Age Requirement or Flexural Strength STRUCTURES (Form Removal) Test beams shall be obtained at the end of each day’s production. Age Requirement or Flexural Strength STRUCTURES (Load Application) Test beams shall be obtained at the end of each day’s production. Age Requirement or Flexural Strength

T97Q Test Results Test Results Test Results T97 T97

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QC 8

17. FLEXURAL STRENGTH BEAMS. (Continued)

702.24 506

STRUCTURES (Opening to Traffic or Form Removal or Load Application). Flexural Strength FULL-DEPTH and PARTIAL DEPTH PATCHING-PCCP Flexural Beams (Opening to Traffic) Flexural Beams (3 Days). One per 150 cyd (120 m3)

Test Results T97EP (T97 MP)

18. COMPRESSIVE STRENGTH

730.05 (RSP 730-B-157) 702.24 702.24 722.11

LOCATION: JOBSITE FREQUENCY: SUPERSTRUCTURE-QC/QA (Acceptance). Two cylinders (minimum) per 50 cyd (40 m3) Compressive Strength STRUCTURES (Load Application). Cylinders, if required by contract, shall be obtained at the end of each day’s production. Compressive Strength STRUCTURES (Opening to Traffic or Form Removal or Load Application). Compressive Strength LATEX-MODIFIED (Opening to Traffic when Contractor elects to Decrease the dry cure timeline per 722.11). Test Cylinders shall be obtained at the end of each day’s production. (Wet cure time shall not be reduced). Compressive Cylinders (optional). Two minimum per day.

T22 T22 T22 T22

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QC 9

19. REINFORCING STEEL

910.01b 910.01b9 910.01b10 503.04 910.01b5

LOCATION: CERTIFIED MANUFACTURER FREQUENCY: REINFORCING BAR UNCOATED. (Straight or Spiral) One 5 ft (1.5 m) random verification sample required per year per manufacturer as directed. LOCATION: CERTIFIED COATER FREQUENCY: REINFORCING BAR COATED. (Straight, Bent or Spiral) One 5 ft (1.5 m) random verification sample required per year per manufacturer as directed. Approval Number DOWEL. One random verification sample required per manufacturer as directed. Approval Number LOCATION: JOBSITE FREQUENCY: DOWEL BAR ASSEMBLIES-support baskets for D-1 contraction joints. Visually inspect for compliance LOCATION: JOBSITE OR FABRICATOR FREQUENCY: WELDED WIRE (Smooth or Deformed) Each shipment WELDED WIRE (For Bridge Deck Reinforcement) Must be from an approved source One 3 ft. x 3 ft. sample per wire size for each 20 T from each source

Mill Certification. Mill Certification Type “A” Certification for coating Mill Certification Type “A” Certification for coating Visual Inspection Type “C” Certification Must be on INDOT Approved list

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QC 10

19. REINFORCING STEEL (Continued)

910.01b2 910.01b3 910.01a 901.05

LOCATION: JOBSITE FREQUENCY: THREADED TIE BAR ASSEMBLY. (For each bar size) For </= 10 units of each bar size. Visual Inspection For > 10 units, two complete assemblies when less than 8 ft (2.5 m), one complete assembly otherwise, for each 4000 assemblies SPLICING SYSTEM FOR REINFORCING BAR. Two 3 ft (1 m) bars and coupler random verification sample required per year per manufacturer as directed. . BENT TIE BAR. One random verification sample required per year per manufacturer as directed. Two complete bar samples when less than 8 ft (2.5 m), otherwise one complete bar sample. Approval number Sample ID Number CHEMICAL ANCHOR SYSTEM One 1qt (1 L) random verification sample per year per manufacturer as directed. Must be on list of INDOT approved materials

Mill Certification Must be on list of approved materials issued by INDOT Mill Certification Type “A” Certification for coating. Type “C” Certification

20. CRACK, JOINT and LOOP SEALANT

906.02a 906.02a2 408

LOCATION: JOBSITE, SOURCE, or DISTRIBUTOR FREQUENCY: SINGLE COMPONENT LOW MODULUS. Must be from an INDOT approved materials list HOT POURED JOINT SEALANT. FOR JOBSITE SAMPLES: Two 1 qt. (1 L) or 12 lb. (6 kg) samples from each shipment of 1000 gal. (4000 L). LOCATION: JOBSITE FREQUENCY: PAVING GRADES AND NON- PAVING GRADES Material in storage for more than 60 days

Type “A” Certification Type “A” Certification Paving Grades-ASC Approved

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QC 11

902.01(a) without testing must be sampled, tested and approved prior to use.

Non-Paving Grades Type “A” Certification

21. CRACK and JOINT FILLER

906.02a3 906.02a3 and 906.02b 906.01

LOCATION: JOBSITE, SOURCE, or DISTRIBUTOR FREQUENCY: PREFORMED ELASTOMERIC JOINT SEAL. Approval Number- Pretested M Number Certification For joint material- Type A Certification for adhesive- Type C FOR JOBSITE SAMPLES: One 6 ft. (2 m) sample containing the lot or batch number for each 3000 ft. (1000 m) for each date of manufacture. PREFORMED ELASTOMERIC JOINT SEAL LUBRICANT- ADHESIVE AND BACKER ROD. Certification PREFORMED JOINT FOR CONCRETE. For </= 100 syd (90 m2) or if joint depth < 6 in. (150 mm). For > 100 syd (90 m2), one 5 ft. (1.5 m) sample of each thickness for each 1000 syd. (900 m2) per shipment. Certification- Type B

Type “A” Certification Type “C” Certification Type “A” Certification Type “C” Certification Visual Inspection Type “B” Certification

21. CRACK and JOINT FILLER (Continued)

906.02a1 906.02b

LOCATION: JOBSITE, SOURCE, or DISTRIBUTOR FREQUENCY: SILICONE JOINT SEALANTS FOR 1-A JOINTS. Transverse joints for RCBAs. Certification for Backer Rod-

Type “A” Certification Type “C” Certification

22. EPOXY PENETRATING SEALERS

909.09

LOCATION: JOBSITE, SOURCE, or DISTRIBUTOR FREQUENCY: One unopened 5 gal. (20 L) container for each component from each lot, batch or other unit of production per shipment.

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QC 12

709.05b 709.05b

Approval Number-Pretested M Number LOCATION: JOBSITE FREQUENCY: SILICA SAND BAGGED. Visually inspect bag label or MSDS SILICA SAND BULK. Certification- Type C

Visual Inspection Type “C” Certification

23. PROPRIETARY PCC SEALER

909.10 LOCATION: JOBSITE FREQUENCY: One 1 qt. (1 L) random verification sample required per year per manufacturer as directed.

Type “C” Certification

24. EPOXY-RESIN BASE SYSTEM

909.11 LOCATION: JOBSITE FREQUENCY: For bonding plastic concrete to hardened concrete. Visual Inspection.


25. BONDING AGENT

LOCATION: JOBSITE FREQUENCY: For grout finish. Visual Inspection


26. B BORROW/ STRUCTURE BACKFILL

211.02

GRADATION LOCATION: CAPP SOURCE FREQUENCY: ALL USES. Approval Number-Approved CAPP Source LOCATION: PIT, OTHER (NON CAPP SOURCE) FREQUENCY : FOR STRUCTURES AND FOR OTHER THAN STRUCTURES: 1cyd (.07 cm) = 3000 lb (1.4 Mg) for material place above water. Name of Certified Technician or Qualified Geotechnical Technician. Contractor’s Test Results. One test per 2000 T (2000 Mg) based on production samples into a stockpile or by over the scales measurement. Minimum two tests per contract.

IT211 IT 211-Certfied Technician/Qualified Geotechnical Technician

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QC 13

211.02 DENSITY LOCATION: JOBSITE FREQUENCY: FOR OTHER THAN STRUCTURES: 1cyd (.07 cm)=3000lb (1.4 Mg) for material placed above water. For less than or equal to 700cyd (500 m3), one in-place density test for each two-lane pavement, for each lift. For greater than 700cyd (500 m3), one in-place density test for each 700cyd (500 m3) for each lift. FOR STRUCTURES: 1cyd (.07 cm)=3000lb (1.4 Mg) for material placed above water. One in-place density test per 500cyd (400 m3)

T310 or T191 with moisture. T310 or T191 with moisture. T310 or T191 with moisture.

27. STRUCTURE BACKFILL 731.11 RSP 732-R-310

LOCATION: JOBSITE FREQUENCY: FOR RETAINING WALL SYSTEMS (MSE and MODULAR BLOCK) Certification-Type A (per Special Provision).

Type “A” Certification

28. COMPACTED AGGREGATE

303.06 303.06 303.06

GRADATION LOCATION: SOURCE FREQUENCY: ALL USES. Approval Number-Approved CAPP Source. DENSITY LOCATION: JOBSITE FREQUENCY: ALL USES: For < 20 T (20 Mg) or if depth of material is < 3 in. (75 mm) no testing required. Otherwise, one per 800 T (800 Mg). PI, LL and DENSITY LOCATION: SOURCE FREQUENCY: ALL USES. DPW Testing will sample and test annually. If material is plastic, LL and PI will be tested monthly when used. DPW Testing Test Results.

IT211 IT508, T310 or T191 with moisture. T90

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QC 14

29. SUBBASE

302.06 302.06

GRADATION LOCATION: SOURCE FREQUENCY: ALL USES. Approval Number-Approved CAPP Source. DENSITY OR STIFFNESS LOCATION: JOBSITE FREQUENCY: ALL USES: For < 20 T (20 Mg) or if depth of material is < 3 in. (75 mm) no testing required. Otherwise, one per 800 T (800 Mg)

IT211 IT508, T310 or T191 with moisture.

30. EMBANKMENT

203.23 RSP 203-R-562

DENSITY OR STIFFNESS LOCATION: JOBSITE FREQUENCY: Three Dynamic Cone Penetrometer (DCP) or Density tests per 2,000 cyd for each lift. One moisture test each 4 hours for Clay; and daily for Silty, Sandy, or Granular soils. If fill is being placed in multiple locations, additional tests will be required.

T191 with moisture Or IT509

31. SUBGRADE TREATMENT

207.03 215 RSP 207-R-577

DENSITY LOCATION: JOBSITE FREQUENCY: FOR PAVEMENT (Mainline and Shoulders). Soils Three DCP tests per 1,500 cyd per lift for each two- lane pavement. OR Three Light Weight Deflectometer (LWD) tests per 1,500 cyd per lift for each two-lane pavement. For Chemical modification. One moisture test each 4 hours for Clay or during chemical modification/soil mixing. One moisture test daily for Silty, Sandy, or Granular soils. FOR WIDENING TRENCHES: One in-place density test for each 2,000 lft.

T191 with moisture. IT508 IT509 IT506 Test Results

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QC 15

GRADATION LOCATION: JOBSITE FREQUENCY: FOR PAVEMENT (Mainline and Shoulders) One Gradation test per 3,000 cyd per lift.

T27

32. FABRIC-CHAIN LINK OR FARM FIELD

910.18b or 910.18c 910.18a

LOCATION: JOBSITE or FABRICATOR FREQUENCY: CHAIN-LINK: For </=100 ft (30 m), one certification required. For > 100 ft (30 m), one 3 ft (1 m) full height Sample for each 2400 ft (800 m). FARM FIELD: For </= 330 ft (100 m), no sampling required For > 330ft (100 m), one 3 ft (1 m) full height sample for each 16,500 ft (5500 m).

Type “C” Certification Type “C” Certification Type “C” Certification Type “C” Certification

33. TENSION WIRE

910.18b1 or 910.18c (Table 1)

LOCATION: JOBSITE or FABRICATOR FREQUENCY: For </= 1000 ft (300 m), one certification required. For > 1000 ft (300 m), one 6 ft (2 m) sample for each 18,000 ft (6,000 m).


34. BARBED WIRE

910.18b4 or 910.18c (Table 1)

LOCATION: JOBSITE or FABRICATOR FREQUENCY: For </= 1320 ft (400 m), one certification required. For > 1320 ft (400 m), one 25 ft (8 m) sample for each 33,000 ft (11,000 m).


35. POSTS AND BRACES

910.13 or 910.18b3 or 910.18c (Table 1)

LOCATION: JOBSITE or FABRICATOR FREQUENCY: For </= 25 each of any size or type, one certification required For > 25 each of any size or type, one sample (unit) per 1000.


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QC 16

36. GATES-STEEL OR ALUMINUM

910.18d LOCATION: JOBSITE FREQUENCY: Visually inspect for dimensions and workmanship.

Visual

37. STEEL BEAM GUARDRAIL AND ACCESSORIES

910.09 LOCATION: JOBSITE FREQUENCY: Visually inspect for dimension and workmanship.

Visual

38. WOODEN GUARDRAILS POSTS, BRACES, AND BATTENS

911.02d 911.02f

LOCATION: JOBSITE or SUPPLIER FREQUENCY: SAWED TIMBER POSTS AND BLOCKS FOR THRIE-BEAM and W-BEAM GUARDRAIL. Visually inspect for dimensions and wood defects.

Indiana Stamp or Grade Mark

39. GUARDRAIL BLOCKS OTHER THAN WOOD

926.03 LOCATION: JOBSITE FREQUENCY: OTHER THAN WOOD GUARDRAIL BLOCKOUTS. Approval Number Certification

Manufacturer Certification

40. BRIDGE RAILING COMPONENTS

910.20 LOCATION: JOBSITE FREQUENCY: ANCHOR BOLTS: Visual ALL OTHER COMPONENTS: Visual


41. GUARDRAIL END TREATMENT

601.06 601.07

LOCATION: JOBSITE FREQUENCY: GUARDRAIL TRANSITIONS AND END TREATMENTS FOR W-BEAM AND THRIE-BEAM RAIL SECTIONS: Visual


42. IMPACT ATTENUATORS

601.08 LOCATION: JOBSITE FREQUENCY: ALL TYPES: Must be on list of INDOT Impact Attenuators PERMANENT: Must be on INDOT list of Certified Installers

On INDOT List Identify Certified Installer

ITEM

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APPROVAL

QC 17

TEMPORARY: Installer’s Certificate issued by Manufacturer


43. TOPSOIL

914.01 914.01

LOCATION: SOURCE FREQUENCY: Visually inspect for material detrimental to proper development of ground vegetation. One 1 pound sample for pH testing LOCATION: JOBSITE FREQUENCY: PLANT GROWTH LAYER: Visually inspect for material detrimental to proper development of ground vegetation. One 5 U.S. cup sample (1 lb minimum) for each 10,000 square yards installed.

Test Results Type “A” Certification

44. AGRICULTURAL LIMESTONE

914.01 LOCATION: SOURCE FREQUENCY: MISCELLANEOUS USE: Visual Inspection

Type “C” Certification.

45. FERTILIZER- BAG, BULK, OR LIQUID

914.03 LOCATION: JOBSITE FREQUENCY: ALL USES: Analysis from bag or weigh ticket. Visual Inspection. BAGGED: Visual inspection BULK OR LIQUID: Visual Inspection

Analysis from bag. Type “C” Certification

46. SEED

914.04 914.04

LOCATION: SUPPLIER FREQUENCY: ALL SEED must be inspected and State stamped. Seed cannot be used after the expiration date. Sample ID Number (from Bag Label) LOCATION: JOBSITE OR SUPPLIER FREQUENCY: TEMPORARY SEED ONLY: Visual Inspection to ensure that the seed’s package is clearly marked and labeled by the


ITEM

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APPROVAL

QC 18

Special Provision

manufacturer as to its content and weight. LOCATION: JOBSITE FREQUENCY: NATIVE GRASSES AND FORB SEEDING (Wildflower and Prairie Grasses): Seed may only be used within 9 months of certification date. Certification-Other

Letter from State Seed Commissioner.

47. MULCH

914.05 LOCATION: JOBSITE FREQUENCY: FOR ALL TYPES OF MULCH (when paid by weight), Visually Inspect each shipment. For < 40 T (36 Mg), Visual Inspection. For >/= 40 T (36 Mg), one moisture test. Additional tests when visual inspection indicates a significant amount of moisture in the mulch. EROSION CONTROL BLANKETS: Certification-


48. SOD

914.07 LOCATION: JOBSITE FREQUENCY: NURSERY: Visually inspect each shipment OTHER: Visual Inspection

Type “C” Certification Visual

49. PLANTS

914.08 LOCATION: JOBSITE or NURSERY FREQUENCY: BARE ROOT PLANTS AND SEEDLINGS. Approved List(s). Sources of plants must be from DNR inspection catalog or approved by INDOT Landscape Architect. Certificate of Compliance for plants required. Plants to be visually inspected for quality. LOCATION: JOBSITE FREQUENCY: BAGGED PLANTS. Certification

Certification of Nursery Inspection. Type “C” Certification

ITEM

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NO.

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APPROVAL

QC 19

50. MISCELLANEOUS ROADSIDE DEVELOPMENT MATERIALS

914.09 LOCATION: JOBSITE or SOURCE FREQUENCY: WATER, STAKES FOR BRACING OR ANCHORING, TREE WOUND DRESSING, POROUS MATERIAL, PIPE, STAPLES AND PLASTIC NET. Visual Inspection


51. HERBICIDES

RSP 624-M-024

LOCATION: CONTRACTOR CENTRAL STORAGE AREA FREQUENCY: Visually inspect for verification of manufacturer and active Ingredients.


52. LUMBER 911.01 911.01 911.02 911.02 911.02g

LOCATION: JOBSITE or SUPPLIER FREQUENCY: UNTREATED. Visually inspect for dimension and wood defects. LOCATION: JOBSITE FREQUENCY: UNTREATED (TEMP). Visual Inspection of each item. LOCATION: TREATMENT PLANT FREQUENCY: TREATED. Visually inspect each item after treatment, and perform assay test. One sample (20 bored cores) per source, per charge. LOCATION: JOBSITE or CONTRACTOR YARD FREQUENCY: TREATED. Visually inspect for dimensions and wood defects. One sample (20 bored cores) per source, per charge. TREATED. (For Recreational Uses). Picnic tables, benches, handrails, etc. and other uses where human contact will occur.

State Stamp or Grade Mark (One end only). Visual Type “C” Certification Type “C” Certification Type “C” Certification

53. WOODEN POLES, POSTS, TIMBER, ETC.

911.05a5

LOCATION: JOBSITE or SUPPLIER FREQUENCY: UNTREATED. Visually inspect each item for dimension and wood defects.

Visual Inspection

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 20

911.02

LOCATION: TREATMENT PLANT or JOBSITE or CONTRACTOR YARD FREQUENCY: TREATED. Visually inspect after treatment, and perform assay test. One sample (20 bored cores) per source, per charge.


54. AGGREGATE

404 608 616 904.02g 718 904 904.02g

LOCATION: CAPP SOURCE FREQUENCY: SHOULDER DRAINS, UNDERDRAINS, SEAL COATS, RIPRAP, SNOW and ICE ABRASIVE, AND MISCELLANEOUS USE. For quantities less than approximately 100 tons per calendar week no certification required. For quantities greater than approx. 100 tons per calendar week, one certification for each 1,000 tons, but not less than one per calendar week. LOCATION: SOURCE FREQUENCY: FOR PRECAST CONCRETE. Quality Test Required LOCATION: NON-CAPP SOURCE FREQUENCY: SNOW AND ICE. One Gradation by DPW per 1000 T (1000 Mg) Sample ID Number

Visual Inspection Type “A” Certification Test Results Test Results

55. COPPER FLASHING

910.16

LOCATION: JOBSITE FREQUENCY: Inspect for dimension and /or workmanship


56. BRONZE OR COPPER ALLOY PLATES

910.17 LOCATION: POINT OF DELIVERY FREQUENCY: Inspect for dimension and/or workmanship


57. WATER

913.01 LOCATION: SOURCE FREQUENCY: Based on intended use. When source is of questionable quality for intended use, consult DPW.

Visual Inspection

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 21

58. CALCIUM CHLORIDE AND SODIUM CHLORIDE

913.02 913.03 ITM810 913.02 913.03

LOCATION: POINT OF DELIVERY FREQUENCY: ICE AND SNOW REMOVAL: One (1) gal. (4 L) sample for each 2000 T (2000 Mg) per source for gradation and moisture. One quart (1 L) sample for purity per purchase order. LOCATION: POINT OF USAGE FREQUENCY: ALL OTHER USES: For </= 5 T (5 Mg), no sampling required. For > 5 T (5Mg), one (1) gal. (4 L) sample for each 200 T (200 Mg) per source.

M143 and T255 Visual Inspection. M143, M144 and T255

59. HYDRATED LIME

913.04(a) LOCATION: JOBSITE FREQUENCY: MASONRY: One 50 lb (25 kg) random verification sample required per year per manufacturer as directed.


60. HYDRATED LIME AND KILN DUST

913.04(b) LOCATION: JOBSITE FREQUENCY: FOR CHEMICAL MODIFICATION: One 1 lb. random verification sample required per year per manufacturer as directed.


61. MAIL BOX ASSEMBLY

611 LOCATION: JOBSITE FREQUENCY: Visual Inspection. Visually inspect for dimensions and workmanship.

Visual Inspection.

62. GEOTEXTILE

918.02 918.03

LOCATION: JOBSITE OR SOURCE FREQUENCY: FOR RIPRAP: Filter Cloth. One 1.5 syd. (1.5 m2) random verification sample required per year per manufacturer as directed. FOR UNDERDRAINS: One 1.5 syd. (1.5 m2) random

INDOT approved materials list. INDOT approved

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 22

918.05 918.04

verification sample required per year per manufacturer as directed. GEOGRID: Approval list. SILT FENCE: Inspect for dimensions and/or workmanship.

materials list. INDOT approved materials list. Type “C” Certification.

63. STRUCTURAL STEEL COATINGS

909 LOCATION: JOBSITE or SUPPLIER FREQUENCY: ALL PAINT OTHER THAN PAVEMENT MARKINGS: All components must be from approved lists and reported for multi-component systems. M number applicable to combination of batches tested when multi-component.


64. CONCRETE PIPE

715 LOCATION: JOBSITE FREQUENCY: Certified Precast Concrete Producers. Marked with ACPA, NPCA or PCI B1 Product Marking, Source No., Date of Manufacturer and any Standard Specification Required.

Type “C” Certification with corresponding lot numbers stenciled on pipe.

65. PRECAST CONCRETE UNIT

715.02(k) 907.04 907.05

LOCATION: SOURCE FREQUENCY: END SECTIONS: Certified Precast Concrete Producers. Marked with ACPA, NPCA or PCI B1 Product Marking, Source No., Date of Manufacture and any Std. Spec. Req. LOCATION: JOBSITE FREQUENCY: MANHOLES, INLETS, CATCH BASINS, AND GRADE RINGS. REINFORCED CONCRETE BOX SECTIONS: Certified Precast Concrete Producers. Marked with ACPA, NPCA or PCI B1 Product Marking, Source No., Date of Manufacture

Type “C” Certification with corresponding lot numbers stenciled on pipe. Type “C” Certification With corresponding lot numbers stenciled on pipe.

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 23

731 901.10(b)

and any Std. Spec. Req. MECHANICALLY STABILIZED EARTH RETAINING WALLS: Certified Precast Concrete Producers. Marked with ACPA, NPCA or PCI B1 Product Marking, Source No., Date of Manufacture and any Std. Spec. Req. Approval Number-Retaining Walls Systems Certifications (Structure Backfill, Joint Material Welded Wire, Reinforcing Steel, Ground Reinforcement and Fasteners)-Type A For </= 750 panels, one sample for Compressive strength verification (two cores) For > 750 panels, two cores per 750 panels Joint Spacer-Certification

T24 T24 Type “C” Certification

66. MODULAR CONCRETE BLOCKS

RSP 732-R-310

LOCATION: SOURCE FREQUENCY: For </= 200 blocks, visually inspect for dimensions and workmanship. A lot is not more than 10,000 blocks and per the RSP. Verify Delivery Ticket. For > 200 blocks, six blocks for Compressive Strength and Absorption per lot. Cap blocks- Visually Inspect for dimension and workmanship

Certification-Type A (Freeze/Thaw ASTM C1372 within 12 months of delivery) Certification-Type A (Freeze/Thaw ASTM C1372 within 12 months of delivery)

67. CONCRETE DRAIN TILE

907.10 LOCATION: SOURCE FREQUENCY: Certified Precast Concrete Producers.


68. UTILITY PIPE

907 908

LOCATION: JOBSITE FREQUENCY: SANITARY SEWER PIPE or WATER MAIN PIPE: Visually inspect for dimensions and workmanship.

Certification-Type A (include Lot # and Date of

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 24

Manufacture)

69. PLASTIC PIPE

907.17 907.18 907.19 through 907.24 715.09

LOCATION: JOBSITE FREQUENCY: PLASTIC CORRUGATED DRAINAGE TUBING AND PERFORATED PLASTIC SEMI-CIRCULAR PIPE. Visually inspect for dimensions and workmanship. PLASTIC PIPES FOR USE IN CULVERTS, STORM SEWERS. Visually inspect for dimensions and workmanship. Mandrel Testing

Type “A” Certification Type “A” Certification.

69. PLASTIC PIPE (Continued)

907.24a 907.23

SCHEDULE 40 PVC PIPE. For bridge drains, underdrain outlets, and other miscellaneous applications. Visually inspect for dimensions and workmanship. ASTM stamp required on pipe. SMOOTH WALL PVC. Storm drainage pipe when in close proximity to water distribution lines as regulated by IDEM.

Type “C” Certification Type “A” Certification (include Lot # and Date of Manufacture.)

70. PIPE LINERS

907.25 LOCATION: JOBSITE FREQUENCY: Visual Inspection.


71. SOLVENT CEMENTS

907.26 LOCATION: JOBSITE FREQUENCY: Certification.


72. ELASTOMERIC SEALS

907.27 LOCATION: JOBSITE FREQUENCY: Certification


ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 25

73. GRATED BOX END SECTIONS

715.10 LOCATION: SOURCE FREQUENCY: Certified precast Concrete Producers. Marked with ACPA, NPCA or PCI B1 Product Marking, Source No., Date of Manufacture and any Std. Spec. Req.

Manufacturer’s certification

74. RUBBER TYPE GASKETS (RING)

907.13 LOCATION: JOBSITE FREQUENCY: Visual Inspection for dimensions and/or workmanship.


75. MASTIC PIPE JOINT SEALERS

907.11 LOCATION: JOBSITE FREQUENCY: Visual Inspection for dimensions and/or workmanship


76. JOINT MEMBRANE SYSTEM FOR PRECAST CONCRETE BOX CULVERTS

907.07 LOCATION: JOBSITE FREQUENCY: Visual Inspection for dimensions and/or workmanship


77. REINFORCING STEEL (PIPE AND ACCESSORIES)

LOCATION: SOURCE FREQUENCY: FOR CONCRETE PIPE, MANHOLES, AND CATCH BASINS. WELDED STEEL WIRE FABRIC AND BAR REINFOCEMENT Must be from approved list of materials issued by INDOT.


78. MANHOLE STEPS

907.04 LOCATION: SOURCE FREQUENCY: FOR CONCRETE LIFT STATIONS: Approval list

INDOT approval list

79. CAST IRON CULVERT PIPE

LOCATION: JOBSITE FREQUENCY: Field check for dimensions and weight.

Visual Inspection

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 26

80. PIPE

908.02 908.04 908.08 908.14

LOCATION: SOURCE FREQUENCY: CORRUGATED METAL CULVERT PIPE, PIPE ARCHES, SLOTTED DRAIN AND UNDERDRAINS: One verification sample by Testing per mill per fabricator per calendar year per gauge. Approval Number-Seal Number (PIPE) External Document- Mill Report and Fabricator Certification.


81. METAL END SECTIONS

908.06 LOCATION: SOURCE FREQUENCY: One verification sample by Testing per mill per fabricator per calendar year per gauge. External Document- Mill Report and Fabricator Certification.


82. ASPHALT MATERIAL FOR PIPE

908.07 LOCATION: SOURCE FREQUENCY: ASPHALT MATERIAL FOR PIPE COATING: Verification sample from the tank used in production after replenishment and every 30 days thereafter. Certification.


83. PIPE

908.09

LOCATION: ANY LOCATION PRIOR TO USE FREQUENCY: STRUCTURAL PLATE PIPE, PIPE ARCHES, AND ARCHES: One verification sample by Testing per fabricator per calendar year per gauge. External Document- Mill Report and Fabricator Certification.


ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 27

83. PIPE (Continued)

908.10 910.07 908.11 907.28

LOCATION: JOBSITE FREQUENCY: CAST IRON SOIL PIPE: For Bridge Drains: Field check for dimensions and weight. STEEL PIPE: Visually inspect for dimensions and workmanship. REINFORCED THERMOSETTING RESIN PIPE: Visually inspect for dimension and workmanship.

Visual Inspection Type “C” Certification Type “A” Certification

84. BRICKS AND BLOCKS

905.02 or 905.03

LOCATION: JOBSITE or SOURCE FREQUENCY: For lots </= 200 units , visually inspect for dimensions and workmanship. For lots of 201 to 1500 units, one sample (6 units). Verify Delivery Ticket with any remarks. Sample ID from OMM Testing For lots > 1500 units, 10 units for each lot of 100,000 except for lots of more than 500,000 units, five units shall be taken from every 100,000 units. Sample ID from OMM Testing.

Visual Inspection Type “C” Certification Type “C” Certification

85. PRECAST RIPRAP

904.04e LOCATION: SOURCE FREQUENCY: Certified Precast Concrete Producers Approval Number- Source Number


86. PRECAST CONCRETE UNITS

600 (numerous subsections apply)

LOCATION: SOURCE (AGG. QUALITY TEST REQUIRED) FREQUENCY: Quality Test.

Test Results

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 28

86. PRECAST CONCRETE UNITS (Continued)

600 (numerous subsections apply) 905.06

LOCATION: SOURCE FREQUENCY: PRECAST PARKING BARRIERS, PRECAST CONCRETE CURBING, RIGHT-OF-WAY MARKERS, BENCH-MARK POSTS, CABLE MARKERS AND MONUMENTS. Certified Precast Concrete Producers. OTHER CONCRETE ITEMS. Certified Precast Concrete Producers. For Cast-in-Place Units

Type “C” Certification Type: “A” Certification Test Results

87. PRECAST MEDIAN BARRIERS

602.03a 801.10

LOCATION: SOURCE FREQUENCY: PERMANENT. Certified Precast Concrete Producers Strength (2 cylinders) per 100 units and Absorption (2 cores for wet cast only) per 50 units. LOCATION: ANY LOCATION PRIOR TO USE FREQUENCY: TEMPORARY. Produced after March 1, 2003 and prior to January 1, 2007. Visual Inspection based on required markings and condition. Produced January 1, 2007 or thereafter. Certified Precast Concrete Producers.

Type “A” Certification Visual Inspection Must be on INDOT list of certified precast concrete products

88. PRECAST/PRESTRESSED CONCRETE MEMBERS

707.02 LOCATION: PRODUCER FREQUENCY: AGGREGATE. One certification per 250 cyds. Concrete with a Minimum of one per calendar week. CEMENT. Must be on approved INDOT manufacturer’s list.

Type “C” Certification INDOT Approval list

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 29

REINFORCED STEEL. One random verification sample required per year per manufacturer as directed. One 5 ft. (1.5 m) sample for each 15 T (15 Mg) of each size and deformation. STRAND (Prestressed beams only) Certification. The Manufacturer is required to conduct one Air test, one Slump test, and make six cylinders (minimum) for Compressive strength per member.

Type “C” Certification Type “A” Certification Test Results

89. POLES AND POSTS

911.01a5 911.02 911.02

LOCATION: JOBSITE or SUPPLIER FREQUENCY: UNTREATED WOOD. Visually inspect for dimension and wood defects. State Stamp or Grade Mark (One End Only). LOCATION: TREATMENT PLANT FREQUENCY: TREATED WOOD (TEMPORARY) Visually inspect each item after treatment. LOCATION: JOBSITE or CONTRACTOR YARD FREQUENCY: TREATED WOOD.

Visual Inspection Visual Inspection

89. POLES AND POSTS (Continued)

910.14a 910.14b 910.14e

Visually inspect for dimensions and wood defects. One sample (20 bored cores) per charge. For Recreational Uses: Handrails, Benches, Picnic Tables and other uses where human contact will occur. Visually inspect for dimensions and manufacturer markings. LOCATION: JOBSITE or SUPPLIER FREQUENCY: SIGN POSTS (STEEL). Visually inspect for dimensions and workmanship.

Test Results Type “C” Certification Type “B” Certification

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 30

910.14c 910.14d 910.15 926

STRUCTURAL STEEL AND STRUCTURAL ALUMINUM. Visually inspect for dimensions and workmanship. DELINEATOR POSTS: METAL For </= 200 units, no sampling required For > 200 units, one 6 ft (2 m) for each 1,000 units per shipment. For P.O.’s, one sample for each 1,000 units. TEMPORARY: Visually inspect. PLASTIC Approval Number

Type “C” Certification Type “B” Certification Type “B” Certification Visual Inspection Approval from DPW

90. OVERHEAD SIGN STRUCTURES

910.19 LOCATION: JOBSITE FREQUENCY: ALUMINUM OR STEEL Inspect for dimensions and workmanship.


91. HIGHWAY ILLUMINATION MATERIALS

920 LOCATION: JOBSITE FREQUENCY: Visually inspect for dimensions and workmanship.


92. TRAFFIC SIGNS

919 (various subsections) 919.01b1

LOCATION: JOBSITE FREQUENCY: SHEET SIGNS, PANEL SIGNS, FLEXIBLE ROLL-UP PRISMATIC REFLECTIVE SIGNS, LETTERS, NUMERALS, SYMBOLS, AND ACCESSORIES. Inspect for dimensions and workmanship. REFLECTIVE SHEETING. Must be from a list of approved products from INDOT TEMPORARY: ALL TYPES EXCEPT NON-GROUND MOUNTED SIGNS. Visually inspect

Type “C” Certification Approved INDOT list Visual Inspection

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 31

93. CONSTRUCTION SIGNS

801.04 LOCATION: JOBSITE FREQUENCY: Visually Inspect for dimensions and workmanship. New Signs- Certification Used Signs- Visually Inspect

Type “C” Certification Visual Inspection

94. CONSTRUCTION WARNING LIGHTS

923.03 LOCATION: JOBSITE FREQUENCY: Check brightness.

Visual Inspection

95. TRAFFIC SIGNAL EQUIPMENT

922.02 922.03 922.04 922.12 922.13 922.02 922.06 922.21 922.08 (References 910..05b)

LOCATION: JOBSITE and LAB FREQUENCY: TRAFFIC SIGNAL CONTROLLER, INTERCONNECT EQUIPMENT, LED TRAFFIC SIGNAL MODULES, EXTERNAL TIME CLOCKS, VIDEO VEHICLE DETECTORS. External Document shall be submitted with listed with approval numbers for each component when applicable. Must be from approved INDOT list. LOCATION: JOBSITE FREQUENCY: TRAFFIC SIGNAL CABINET AND COMPONENT MATERIALS AND EQUIPMENT Inspect for dimensions and workmanship. TRAFFIC SIGNAL HANDHOLE RING AND COVER. Inspect for dimensions and workmanship.

Type “C” Certification Type “C” Certification Type “C” Certification

96. TRAFFIC SIGNAL HANDHOLE AND COVER

805.02 922.17(a)

LOCATION: SOURCE FREQUENCY: CONCRETE: Certified Precast Concrete Producers On INDOT approved list LOCATION: JOBSITE POLYMER CONCRETE: Certification


ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 32

97. DELINEATORS

926.02a 926.02b

LOCATION: JOBSITE FREQUENCY: ARCRYLIC PLASTIC. Must be on INDOT approved products list REFLECTIVE SHEETING. Visually inspect for dimensions and workmanship.


97. DELINEATORS (Continued)

926.02c BARRIER. Must be on INDOT approved products list


98. PAVEMENT MARKINGS

909.05 808.02 909.05 ITM931 921.02a 921.02b IT931 921.02c ITM931 921.02c 923.01

LOCATION: JOBSITE FREQUENCY: TRAFFIC PAINT FOR TEMPORARY MARKINGS. Visually Inspect. LOCATION: JOBSITE or SUPPLIER FREQUENCY: TRAFFIC PAINT FOR PERMANENT MARKINGS. Longitudinal Lines >/= 50,000 Linear Feet (total for all painted marking lines), Retro-reflectometer Testing required. LOCATION: JOBSITE FREQUENCY: THERMOPLASTIC AND PERFORMED PLASTIC. Longitudinal Lines >/= 10,000 Linear Feet (total for all durable marking lines), Retro-reflectometer Testing required. TEMPORARY: Visually Inspect. MULTI COMPONENT-Epoxy Longitudinal Lines >/= 10,000 Linear Feet (total for all durable marking lines), Retro-reflectometer Testing required. TEMPORARY: Visually Inspect LOCATION: JOBSITE and SOURCE TEMPORARY PAVEMENT MARKING TAPE, TYPE l

Visual Inspection Type “C” Certification. IT931 Type “C” Certification IT931 Visual Inspection Type “A” Certification IT931 Visual Inspection

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 33

Must be from list of approved materials issued by INDOT LOCATION: JOBSITE FREQUENCY: TEMPORARY PAVEMENT MARKING TAPE, TYPE ll Visual Inspection


98. PAVEMENT MARKINGS (Continued)

921.02e 921.02e

LOCATION: POINT OF DELIVERY FREQUENCY: BEADS. TEMPORARY: Visually Inspect. BAGGED: Certification for Glass Beads. Certification for Supplemental Elements BULK: One quart (1 L) from each of three randomly selected bulk containers when sampling is required by QPA. For Glass Beads For supplemental Elements

Visual Inspection Type “C” Certification Type “D” Certification Type “C” Certification Type “D” Certification

99. RAISED PAVEMENT MARKERS

921.02d 923.02

LOCATION: JOBSITE FREQUENCY: SNOW PLOWABLE. Visually inspect for dimensions and workmanship For Prismatic Reflectors, Cast Metal Base, and epoxy material or marker adhesive patching material TEMPORARY. Must be on the list of approved materials issued by INDOT. Visually inspect for dimensions and workmanship.

Type “B” Certification Type “C” Certification For Grades 1 and 2.

100. FLASHING ARROW SIGN

923.04(b) 923.04(c) 923.08

LOCATION: JOBSITE FREQUENCY: Visually inspect for dimensions and workmanship.

Visual Inspection

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 34

101. STANDARD BARRICADES

801.07 LOCATION: JOBSITE FREQUENCY: Visually inspect for dimensions and workmanship.

Visual Inspection

102. STEEL STRUCTURES

910.02 910.02g 910.02g 910.02g 910.02h

LOCATION: JOBSITE or SOURCE FREQUENCY: STRUCTURAL STEEL. Visually inspect for dimensions and workmanship. LOCATION: ANY LOCATION FREQUENCY: HIGH STRENGTH BOLTS, NUTS, AND WASHERS. Two bolts, two washers and two nuts from each heat number for each size. HIGH STRENGTH BOLTS, NUTS, AND WASHERS. For diaphragm connections on pre-stressed concrete beams. External Document-Rotational Capacity, Mill Report and Galvanization when applicable. (Attach Documents) HIGH STRENGTH TORSION CONTROL BOLTS. External Documents-Rotational Capacity, Mill Report and Galvanization when applicable. (Attach Documents) LOCATION: JOBSITE FREQUENCY: BOLTS OTHER THAN HIGH STRENGTH. Visually inspect for dimensions and workmanship.

Mill Test Report Test Results Mill Test Reports Mill Test Reports Type “C” Certification

103. PERMANENT METAL FORMS

910.03 LOCATION: JOBSITE or FABRICATOR FREQUENCY: PANEL One series of field tests for each gauge and corrugation pattern/size per shipment. ACCESSORIES One series of field tests for each gauge and type per shipment.

A90 A90

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 35

CLIPS One series of field tests for each shipment.

A90

104. STEEL FORGINGS AND SHAFTINGS

910.04

LOCATION: JOBSITE FREQUENCY: Inspect for dimensions and workmanship.

Mill Certification

105. CASTING (STEEL AND IRON)

910.05a 910.05b


Certified Inspection Report

106. BRONZE CASTINGS

910.06a LOCATION: JOBSITE FREQUENCY: Inspect for dimensions and workmanship.


107. SHEET LEAD AND ZINC

LOCATION: JOBSITE FREQUENCY: Sample when directed.

Visual Inspection

108. STEEL STRUCTURES CONNECTORS

711.33 LOCATION: JOBSITE FREQUENCY: STUD SHEAR CONNECTORS. Inspect for dimensions and workmanship.

Mill Test Report

109. SEALER HEALER (LATEX OVERLAYS)

901.06 LOCATION: JOBSITE FREQUENCY: FOR SHRINKAGE CRACKS REPAIR AS DIRECTED. One 1qt (1 L) random verification sample required per year per manufacturer as directed.

Test Results

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 36

110. FLOWABLE BACKFILL

213 LOCATION: JOBSITE FREQUENCY: MIX DESIGN APPROVAL. One flow consistency, one lightweight dynamic cone penetration test and one dry unit weight test. FIELD APPLICATION. Approved mix design required. For PLN quantity </= 100cyd (75 m3): Visual For PLN quantity > 100 cyd (75 m3): Flow Test one per 100 cyd (75 m3). Lightweight DCP one per pour location. Yield one per 100 cyd (75 m3) if using continuous mixer.

Test Results Visual D6103 IT216

111. CELLULAR CONCRETE

216 725.07

LOCATION: JOBSITE FREQUENCY: FILL. A lot is 300 cyd placed. Four 3 in. by 6 in. cylinders per lot for compressive strength. GROUT Four 3 in. by 6 in. cylinders for compressive strength for each 100 cyd by Contractor.

C495 Type “A” Certification

112. DETECTABLE WARNING ELEMENTS

905.05 LOCATION: JOBSITE FREQUENCY: Inspect each element.


113. MICROSURFACING (WARRANTY)

RSP 411-R-432

LOCATION: JOBSITE FREQUENCY: One DMF required per course.

Test Results

114. ULTRATHIN BONDED WEARING COURSE (WARRANTY)

Special Provision

LOCATION: JOBSITE FREQUENCY: One DMF required per course.

Test Results

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

QC 37

115. CLAY PIPE OR TILE

907.08 907.09 907.11



116. CABLE BARRIER SYSTEM

RSP 627-R-546

LOCATION: JOBSITE FREQUENCY: SYSTEM WIRE ROPE Visually inspect for dimensions and workmanship Certification shall include thickness of zinc coating, minimum breaking strength, modulus of elasticity and the force applied to pre-stretch the wire rope. One certification per each spool. INTERMEDIATE LINE POSTS, THREADED TERMINALS, TURNBUCKLES, ANCHOR FITTINGS AND RETROREFLECTIVE SHEETING Visually inspect for dimensions and workmanship.


117. CONDUIT

920.01 922.19

LOCATION: JOBSITE FREQUENCY: CONDUIT FOR LIGHTING Polyethylene (MDPE or HDPE). CONDUIT FOR SIGNALS Galvanized Steel and Schedule 40 PVC


City of Indianapolis

DEPARTMENT OF PUBLIC WORKS

INDEPENDENT ASSURANCE

TESTING MANUAL

Date of Issue

April 13, 1994

Revised

January 2017

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

IA 1

1.SUBGRADE TREATMENT

207 215

LOCATION: JOBSITE (AFTER COMPACTION) FREQUENCY: FOR MAINLINE PAVEMENT AND SHOULDERS: One in-place density test per 14,000 cyd for each lift. FOR WIDENING TRENCHES: One in-place density test per 3000 cyd. NOTE: A sample of material shall be obtained from the area surrounding the test hole after the density test has been performed and submitted to the Public Works Testing Lab for determination of maximum density and optimum moisture.

DENSITY: Dry Density- Soils +/-3.0 pcf Dry Density- Granular Soils And Aggregates +/-3.5 pcf

2. EMBANKMENT

2O3 LOCATION: JOBSITE (AFTER COMPACTION) FREQUENCY: BRIDGES: One in-place density test per 7000 cyd with a minimum of one test per lift. OTHERS: One in-place density test per 14000 cyd for each lift for each two-lane pavement. NOTE: A. If fill is being placed in multiple locations additional tests will be required. B. A sample of material shall be obtained from the area surrounding the test hole after the density test has been performed and submitted to the Public Works Testing Lab for determination of maximum density and optimum moisture.

DENSITY: Dry Density- Soils +/-3.0 pcf Dry Density- Granular Soils And Aggregates +/-3.5 pcf

3. SUBBASE

302.06 LOCATION: SOURCE or JOBSITE FREQUENCY: One test per 8000 Tons. NOTE: A sample of material shall be obtained from the area surrounding the test hole after the density test has been performed and submitted to the Public Works Testing Lab

Gradation tests on samples before compaction and Density tests on samples after compaction. Gradation:

ITEM

SPEC. SEC.

NO.

JOB CONTROL


BASIS FOR

APPROVAL

IA 2

for determination of maximum density and optimum moisture.

Sieve Sizes ½”& Larger 0%-8% Sieve Sizes 3/8 & No. 4 0%-7% Sieve Size No. 6 & 16 0%-6% Sieve Size No. 30 & 50 0%-5% Sieve Size No. 100 & 200 0%-3% Density: Dry Density +/- 3.5 pcf

4. COMPACTED AGGREGATE BASE, SHOULDER, AND SURFACE

303 LOCATION: SOURCE or JOBSITE FREQUENCY:

A. For 2000 tons or less, no test B. For quantities greater than 2000 tons, one test for each

15,000 tons. NOTE: A sample of material shall be obtained from the area surrounding the test hole after the density test has been performed and submitted to the Public Works Testing Lab for determination of maximum density and optimum moisture.

Gradation tests on samples before compaction and Density tests on samples after compaction. Gradation: Sieve Sizes ½”& Larger 0%-8% Sieve Sizes 3/8 & No. 4 0%-7% Sieve Size No. 6 & 16 0%-6% Sieve Size No. 30 & 50 0%-5% Density: Dry Density +/- 3.5 pcf

5. B BORROW

211 LOCATION: SOURCE or JOBSITE FREQUENCY:

A. For 700 cyd or less, one test. Minimum of one test per Contract.

Gradation tests on samples before compaction and Density tests on samples after

ITEM

SPEC. SEC.

NO.

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BASIS FOR

APPROVAL

IA 3

B. For quantities greater than 700 cyd, one test for each 7000 cyd.

NOTE: A sample of the material shall be obtained from the area surrounding the test hole after the density test has been performed and submitted to the Public Works Testing Lab for determination of maximum density and optimum moisture.

compaction. Gradation: Sieve Sizes ½”& Larger 0%-8% Sieve Sizes 3/8 & No. 4 0%-7% Sieve Size No. 6 & 16 0%-6% Sieve Size No. 30 & 50 0%-5% Density: Dry Density +/- 3.5 pcf

6. YIELD TEST 7. AIR TEST 8. SLUMP TEST 9. WATER-CEMENT RATIO TEST

501 502 702

LOCATION: JOBSITE FREQUENCY: PAVEMENT CONCRETE: Concrete Pavement, Base Widening, Patches A. For 5000 syds. or less, minimum one series of tests

per contract. B. For more than 5000 syds., one series of test for each

10,000 syds. Including: Plastic concrete tests for yield air, slump, and water-cement ratio.

STRUCTURES: All Bridges, Box Culverts, Slab Top Culverts, and Arches.

A. For 100cyd or less, no test. B. For more than 100 cyd, one series of tests for each

500cyd, not to exceed one series as in A above per calendar week.

PLASTIC CONCRETE: Yield Test +/- 1.5% Air Test +/- 1.5% Slump Test +/- 1 inch W/C Ratio Test +/- 0.03

10. HMA MIXTURES

401 402

LOCATION: MIXING PLANT FREQUENCY: EXTRACTION (gradation, asphalt content, and crushed particle determination) and DELETERIOUS DETERMINATION One sample for each 5000 tons of asphalt concrete placed.

EXTRACTION: Sieve Sizes ½” & Larger 0%- 8% Sieve Sizes 3/8” & No. 4 0%-7% Sieve Sizes No. 6 & 16

ITEM

SPEC. SEC.

NO.

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BASIS FOR

APPROVAL

IA 4

LOCATION: JOBSITE FREQUENCY: DENSITY:

A. For 2000 tons or less, no test. B. For more than 2000 tons, one series of tests for each

4000 tons.

0%-6% Sieve Sizes No. 30 & 50 0%-5% Sieve Sizes No. 100 & 200 0%-3% Bitumen Content 0%-0.5% Crushed Particles 0%- 5.0% DENSITY: Tests will be monitored for procedure.

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