Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993611 DEA: 112N1154 EFIS: 1121000144
QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-115-R3.2/R8.8,9.5/21.2
Work Description: ASPHALT RUBBER BINDER CHIP SEAL, PAVEMENT MARKINGS & SHOULDER BACKING.
Location Description: IMPERIAL COUNTY IN AND NEAR HOLTVILLE FROM ROUTE 115/8 SEPARATION TO TOWLAND ROAD AND FROM WEST JUNCTION EVAN HEWES HIGHWAY TO EAST JUNCTION ROUTE 78/115
Contractor Name: AMERICAN PAVEMENT SYSTEMS INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2022-10-28-44
TL Number from the TL Form: C003306
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 10/28/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2022
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Coachella
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2022-10-28-44-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 11/23/2022
Date Tested: 11/14/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
ASTM Thermometer used?
|
C
|
Softening Point Sample 1
|
60 C
|
Softening Point Sample 2
|
60 C
|
Bath Liquid
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freshly boiled distilled water
|
Minutes Reaction
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no data
|
DIME Test ID: 2022-10-28-44-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 11/23/2022
Date Tested: 11/15/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Determination
|
Unworked Penetration
|
Unworked Penetration
|
39 0.1 mm
|
DIME Test ID: 2022-10-28-44-3
Test Method: ASTM D5329-16: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Verified Date: 11/23/2022
Date Tested: 11/15/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature
|
25 C
|
Final Dial reading (F1)
|
86 mm
|
Ball Penetration (P1)
|
4 mm
|
Final Dial reading (F2)
|
87 mm
|
Ball Penetration (P2)
|
5 mm
|
Final Dial reading (F3)
|
88 mm
|
Ball Penetration (P3)
|
4 mm
|
Resilience 1
|
18 %
|
Resilience 2
|
18 %
|
Resilience 3
|
16 %
|
Average Resilience
|
17 %
|
Minutes Reaction
|
no data
|