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Sample Record for 2021-08-13-33

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Project Information

Project ID: 215605 DEA: 040W3904 EFIS: 0420000212 QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-160-L1.1/0.6
Work Description: COLD PLANE AC PAVEMENT AND PLACE HMA (A).
Location Description: CONTRA COSTA COUNTY IN ANTIOCH FROM 0.2 MILE SOUTH OF MAIN STREET TO 0.1 MILE NORTH OF WILBUR AVENUE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-13-33
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - DME / District Lab
Sample Organization Contact: (510) 507-3456
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 08/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/13/2021
The quantity of what the sample constitutes: 1 Bag
A brief description of the sample: 1 Bag of RAP Sampled pt e plant
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ABM ANTIIOCH

Material Information

RAP Source: ABM
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):

Test Results

Test 1 of 4

DIME Test ID: 2021-08-13-33-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/09/2021
Date Tested: 08/18/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 2
Mass Determination Air
Method Performed no data
Mass of container filled with water 7357.0 grams
Mass of oven-dry sample in air for Sample 1 1571.5 grams
Mass of container filled with the sample and water for Sample 1 8324.7 grams
Mass of container filled with water 7357.1 grams
Mass of oven-dry sample in air for Sample 2 1571.5 grams
Mass of container filled with the sample and water for Sample 2 8324.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.603
Specific Gravity for Sample 2 2.601
Average Specific Gravity 2.602

Test 2 of 4

DIME Test ID: 2021-08-13-33-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/09/2021
Date Tested: 08/18/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Does this test use 1/4 sieve? No
Cumulative percent passing the 2 in. sieve 0 %
Cumulative percent passing the 1 1/2 in. sieve 0 %
Cumulative percent passing the 1 in. sieve 0 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 91.8 %
Cumulative percent passing the 3/8 in. sieve 81.8 %
Cumulative percent passing the #4 sieve 53.9 %
Cumulative percent passing the #8 sieve 34.8 %
Cumulative percent passing the #16 sieve 25.3 %
Cumulative percent passing the #30 sieve 19.3 %
Cumulative percent passing the #50 sieve 14.2 %
Cumulative percent passing the #100 sieve 9.6 %
Cumulative percent passing the #200 sieve 7.1 %

Test 3 of 4

DIME Test ID: 2021-08-13-33-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/15/2021
Date Tested: 08/18/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Does this test use 1/4 sieve? No
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 91.8 %
Cumulative percent passing the 3/8 in. sieve 81.8 %
Cumulative percent passing the #4 sieve 53.9 %
Cumulative percent passing the #8 sieve 34.8 %
Cumulative percent passing the #16 sieve 25.3 %
Cumulative percent passing the #30 sieve 19.3 %
Cumulative percent passing the #50 sieve 14.2 %
Cumulative percent passing the #100 sieve 9.6 %
Cumulative percent passing the #200 sieve 7.1 %

Test 4 of 4

DIME Test ID: 2021-08-13-33-4
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 09/23/2021
Date Tested: 09/23/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Asphalt Binder Content 5.51 %
Correction Factor (Percent by mass of HMA Specimen) no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.