Print Report | Back to Sample Detail

Sample Record for 2020-08-18-29

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

Project Information

Project ID: 210673 DEA: 042640F4 EFIS: 0400020132 COOP: 042308A3 QA Service Level: 1
DIST-CO-RTE-PM: 04-SON--
Work Description:
Location Description:
Contractor Name: GHILOTTI CONSTRUCTION CO. INC.
Contractor Address: 246 GHILOTTI AVENUE, SANTA ROSA, CA 95407
Resident Engineer: Gina Choi Structure Rep.: Brian Beaudoin

Sample Information

DIME Sample ID: 2020-08-18-29
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: 08/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2020
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: 1/2" HMA w/RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bodean Mark West Quarry

Material Information

RAP Source: Mark West Quarry RAP Stockpile
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2020-08-18-29-1
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: 09/02/2020
Date Tested: 08/26/2020
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: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed no data
Mass of container filled with water 7358.0 grams
Mass of oven-dry sample in air for Sample 1 1552.0 grams
Mass of container filled with the sample and water for Sample 1 8303.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.556
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 5

DIME Test ID: 2020-08-18-29-2
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: 09/02/2020
Date Tested: 08/26/2020
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: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly no data
Mass of the specimen and specimen basket assembly prior to ignition no data
Mass of HMA Sample prior to ignition 1587.4 g
Corrected Asphalt Binder Content 6.75 %
Mass Loss no data
Mass of aggregate remaining after ignition 1480.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 899.6 F

Test 3 of 5

DIME Test ID: 2020-08-18-29-3
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 09/03/2020.
Reason: retested

Test 4 of 5

DIME Test ID: 2020-08-18-29-5
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 09/03/2020.
Reason: retested

Test 5 of 5

DIME Test ID: 2020-08-18-29-6
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/03/2020
Date Tested: 08/27/2020
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: complies
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 97.3 %
Cumulative percent passing the 3/8 in. sieve 89.3 %
Cumulative percent passing the #4 sieve 68.4 %
Cumulative percent passing the #8 sieve 50.6 %
Cumulative percent passing the #16 sieve 36 %
Cumulative percent passing the #30 sieve 25.9 %
Cumulative percent passing the #50 sieve 17.9 %
Cumulative percent passing the #100 sieve 11.3 %
Cumulative percent passing the #200 sieve 7.7 %