Sample Record for 2026-08-22-18
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995520 DEA: 041Y7004 EFIS: 0423000016
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC,SOL-80-13.8/14.1,0.0/0.4
Work Description: AL ZAMPA BRIDGE DECK REHABILITATION REPLACE TOP COURSE
Location Description: CONTRA COSTA AND SOLANO COUNTIES AT CROCKETT AND IN VALLEJO FROM UNION PACIFIC RAILROAD OVERHEAD TO 0.8 MILE SOUTH OF ROUTE 80/29 SEPARATION
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 fourth Street, Berkley, CA, 94710
Resident Engineer: Ferdinand Ciceron Structure Rep.: John Parecadan
Sample Information
DIME Sample ID: 2026-08-22-18
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 385-7413
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/22/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/22/2026
The quantity of what the sample constitutes: 80 tons
A brief description of the sample: #3/8 HMA-A 16% RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marrieta
Material Information
HMA Type: Type A HMA
HMA Grading: 3/8 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 77S65326L1
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%): 16
WMA Additives:
Antistrip type:
Test Results
Test
DIME Test ID: 2026-08-22-18-1
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: 08/31/2026
Date Tested: 08/22/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
2861.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4106.7 g
|
|
Mass of HMA Sample prior to ignition
|
1245.4 g
|
|
Corrected Asphalt Binder Content
|
5.57 %
|
|
Mass Loss
|
83.4 g
|
|
Mass of aggregate remaining after ignition
|
1162 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.89 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.24 %
|
|
Test Temperature
|
482 C
|
Test
DIME Test ID: 2026-08-22-18-2
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)
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: Ignacio.Arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
This test has been superseded on 08/31/2026. The corrected test ID is: 2026-08-22-18-4
Reason: retested
Test
DIME Test ID: 2026-08-22-18-3
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 08/31/2026
Date Tested: 08/22/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
2
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7381.9 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1552 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8337 grams
|
|
Mass of container filled with water 2
|
7381.9 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
1533.8 grams
|
|
Mass of container filled with the sample and water for Sample 2
|
8323.3 grams
|
|
Temperature of Water
|
no data0 °F
|
|
Specific Gravity for Sample 1
|
2.6
|
|
Specific Gravity for Sample 2
|
2.589
|
|
Average Specific Gravity
|
2.595
|
|
Theoretical maximum density at 25°C (77°F)
|
2587 kg/m^3
|
Test
DIME Test ID: 2026-08-22-18-4
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: 08/31/2026
Date Tested: 08/22/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test:
The test was superseded from test ID: 2026-08-22-18-2
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
2866.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4128.7 g
|
|
Mass of HMA Sample prior to ignition
|
1262.6 g
|
|
Corrected Asphalt Binder Content
|
5.84 %
|
|
Mass Loss
|
88 g
|
|
Mass of aggregate remaining after ignition
|
1174.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.89 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.24 %
|
|
Test Temperature
|
482 C
|
Test
DIME Test ID: 2026-08-22-18-5
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: 09/01/2026
Date Tested: 08/22/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4558.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5844.7 g
|
|
Mass of HMA Sample prior to ignition
|
1286.5 g
|
|
Corrected Asphalt Binder Content
|
6.95 %
|
|
Mass Loss
|
89.4 g
|
|
Mass of aggregate remaining after ignition
|
1197.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
482 C
|
Test
DIME Test ID: 2026-08-22-18-6
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: 09/01/2026
Date Tested: 08/22/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
2866.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4118.3 g
|
|
Mass of HMA Sample prior to ignition
|
1252.1 g
|
|
Corrected Asphalt Binder Content
|
7.17 %
|
|
Mass Loss
|
92.8 g
|
|
Mass of aggregate remaining after ignition
|
1159.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.24 %
|
|
Test Temperature
|
482 C
|
