Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000602 DEA: 040K6404 EFIS: 0416000112
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-15.9/30.2
Work Description: COLD PLANE, OVERLAY, MGS, RAMP METERING, LIGHTING AND SIGNAL.
Location Description: SOLANO COUNTY ON ROUTE 80 IN AND NEAR FAIRFIELD AND VACAVILLE AT VARIOUS LOCATIONS FROM 1.5 MILES EAST OF SUISUN VALLEY ROAD OVERCROSSING TO 0.8 MILE EAST OF LEISURE TOWN ROAD OVERCROSSING.
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: Unknown
Resident Engineer: Justen Tatum Structure Rep.: Unknown
DIME Sample ID: 2025-07-18-80
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward Field Laboratory
Sample Organization Contact: (510) 723-0168
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/25/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland
DIME Test ID: 2025-07-18-80-13
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/11/2025
Date Tested: 07/25/2025
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Number of Samples
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
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Specific Gravity for Sample 1
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2.414
|
|
Theoretical maximum density at 25°C (77°F)
|
2407 kg/m^3
|
DIME Test ID: 2025-07-18-80-14
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: 09/11/2025
Date Tested: 07/24/2025
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
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 HMA Sample prior to ignition
|
2046.2 g
|
|
Corrected Asphalt Binder Content
|
7.14 %
|
|
Mass Loss
|
163.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.74 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
|
0.12 %
|
|
Test Temperature
|
538 C
|
