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Sample Record for 2026-08-22-29

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: 2026-08-22-29
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: 250 tons
A brief description of the sample: #3/8 HMA-A 16% RAP
From where was the sample collected: Job Site
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: 3
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 on following page(s): 2

Test Results

Test

DIME Test ID: 2026-08-22-29-1
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: 09/04/2026
Date Tested: 08/25/2026
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 2851.3 g
Mass of the specimen and specimen basket assembly prior to ignition 4083.4 g
Mass of HMA Sample prior to ignition 1232.1 g
Corrected Asphalt Binder Content 5.29 %
Mass Loss 79.1 g
Mass of aggregate remaining after ignition 1153 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: 2026-08-22-29-2
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: 09/04/2026
Date Tested: 08/25/2026
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: not applicable
Additional Comments When Verified:
Number of Samples 1
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 1518.2 grams
Mass of container filled with the sample and water for Sample 1 8300.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.534
Theoretical maximum density at 25°C (77°F) 2527 kg/m^3