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Sample Record for 2021-08-13-33

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

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: GRANITE ROCK COMPANY
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 - Hayward DME / District Laboratory
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):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 4

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 - Hayward DME / District Laboratory
Organization Address: 111 Grand Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94623
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 286-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 2
What is the unit of measurement for theoretical density? US Units
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
Theoretical maximum density at 25°C (77°F) no data

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)
Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
This test has been superseded on 09/15/2021. The corrected test ID is: 2021-08-13-33-3
Reason: retested

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 - Hayward DME / District Laboratory
Organization Address: 111 Grand Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94623
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 286-4717
General Comments for this Test:
The test was superseded from test ID: 2021-08-13-33-2
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used? 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 (Method A) (Asphalt Binder Content)
Verified Date: 09/23/2021
Date Tested: 09/23/2021
Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Organization Address: 111 Grand Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94623
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 286-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 5.51 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data