Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993595 DEA: 042Q5504 EFIS: 0419000024
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12-7.9/14.1
Work Description: RHMA OVERLAY, REPLACE CULVERTS, BRIDGE RAILS, AND MEDIAN BARRIERS.
Location Description: SOLANO COUNTY NEAR SUISUN CITY FROM 0.2 MILE EAST OF LAWLER RANCH PARKWAY TO 0.5 MILE EAST OF SHILOH ROAD
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Court B#400, Concord, CA 94520
Resident Engineer: Asadullah Sarwary Structure Rep.: Kambiz Kouchesfahani
DIME Sample ID: 2026-06-10-75
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward Field Laboratory
Sample Organization Contact: (510) 723-0168
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/10/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2026
The quantity of what the sample constitutes: 24 boxes
A brief description of the sample: 1/2" RWMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland Batch Plant
DIME Test ID: 2026-06-10-75-35
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: 06/24/2026
Date Tested: 06/12/2026
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: not applicable
Additional Comments When Verified:
|
Number of Samples
|
1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
|
2.397
|
|
Theoretical maximum density at 25°C (77°F)
|
2390 kg/m^3
|
DIME Test ID: 2026-06-10-75-36
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 06/24/2026
Date Tested: 06/12/2026
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: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.226
|
|
Bulk Specific Gravity 2
|
2.246
|
|
Bulk Specific Gravity 3
|
2.252
|
|
Average Bulk Specific Gravity
|
2.241
|
DIME Test ID: 2026-06-10-75-37
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: 06/24/2026
Date Tested: 06/12/2026
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
|
|
Corrected Asphalt Binder Content
|
8.04 %
|
|
Mass of HMA Sample prior to ignition
|
1582.6 g
|
|
Mass Loss
|
142.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.76 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
565 C
|
