Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001375 DEA: 040A53T4 EFIS: 0421000155 COOP: 040A53TCM
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-L1.8/L3.2
Work Description: Construct I-80 WB Truck Scales
Location Description: CONSTRUCTION ON STATE HIGHWAY IN SOLANO COUNTY IN AND NEAR FAIRFIELD ON ROUTE 12 FROM THE 80/12 EAST JUNCTION TO 0.9 MILE EAST OF CHADBOURNE ROAD UNDERCROSSING AND ON ROUTE 80 FROM 0.5 MILE WEST OF DAN WILSON CREEK BRIDGE TO WEST TEXAS STREET UNDERCROSSI
Contractor Name: Kiewit Infrastructure West Co.
Contractor Address: 4650 Business Center Drive, Fairfield, CA 94534
Resident Engineer: Darren Isada Structure Rep.: Nana Budu
DIME Sample ID: 2026-06-29-56
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/29/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2026
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: 3/4" HMA-25% RAP
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Central Vallejo (Lake Herman)
DIME Test ID: 2026-06-29-56-1
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/14/2026
Date Tested: 06/30/2026
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Is an aggregate correction factor used?
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No
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DIME Test ID: 2026-06-29-56-2
Test Method: AASHTO T308-25: 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: 07/14/2026
Date Tested: 06/30/2026
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
|
|
Test procedure used?
|
Method A
|
|
Corrected Asphalt Binder Content
|
5.66 %
|
|
Mass of HMA Sample prior to ignition
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2171.2 g
|
|
Mass Loss
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154.7 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.33 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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0.14 %
|
|
Test Temperature
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482 C
|
DIME Test ID: 2026-06-29-56-3
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: 07/14/2026
Date Tested: 06/30/2026
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
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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2.506
|
|
Theoretical maximum density at 25°C (77°F)
|
2499 kg/m^3
|
DIME Test ID: 2026-06-29-56-4
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 07/14/2026
Date Tested: 06/30/2026
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified: