Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993253 DEA: 033F0604 EFIS: 0312000052
QA Service Level: 1
DIST-CO-RTE-PM: 03-GLE-162-76.3/78.6
Work Description:
Location Description:
Contractor Name: GOLDEN STATE BRIDGE
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Dustin Watts Structure Rep.: Matt Crete
DIME Sample ID: 2025-07-14-44
TL Number from the TL Form: C778842
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2025
The quantity of what the sample constitutes: 3/4" RHMA-G
A brief description of the sample: 2 Boxes
From where was the sample collected: Source
Laboratory sample identification: PSU 25-101
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood
DIME Test ID: 2025-07-14-44-1
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: 07/17/2025
Date Tested: 07/15/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: R1
OBC 7.5%
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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2161.1 g
|
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Corrected Asphalt Binder Content
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7.54 %
|
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Mass Loss
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170.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.35 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.02 %
|
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Test Temperature
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538 C
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DIME Test ID: 2025-07-14-44-2
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: 07/17/2025
Date Tested: 07/15/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of Samples
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1
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What is the unit of measurement for theoretical density?
|
SI Units
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Mass Determination
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Air
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Specific Gravity for Sample 1
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2.496
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Theoretical maximum density at 25°C (77°F)
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2 kg/m^3
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DIME Test ID: 2025-07-14-44-3
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 07/17/2025
Date Tested: 07/16/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
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4
|
|
Bulk Specific Gravity 1
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2.338
|
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Bulk Specific Gravity 2
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2.343
|
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Bulk Specific Gravity 3
|
2.34
|
|
Bulk Specific Gravity 4
|
2.345
|
|
Percent of water absorbed by volume 1
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0.92 %
|
|
Percent of water absorbed by volume 2
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0.82 %
|
|
Percent of water absorbed by volume 3
|
0.84 %
|
|
Percent of water absorbed by volume 4
|
0.63 %
|
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Average Bulk Specific Gravity
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2.341
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DIME Test ID: 2025-07-14-44-4
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 07/17/2025
Date Tested: 07/16/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
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24900
|
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
24640
|
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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3.53 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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2.49 mm
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Stripping Inflection Point (Wheel A)
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25000
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Stripping Inflection Point (Wheel B)
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25000
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DIME Test ID: 2025-07-14-44-5
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/17/2025
Date Tested: 07/16/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
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PMLC
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Average impression at 5000 passes (left/right avg)
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1.48 mm
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Average impression at 10000 passes (left/right avg)
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1.805 mm
|
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Average impression at 15000 passes (left/right avg)
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2.125 mm
|
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Average impression at 20000 passes (left/right avg)
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2.335 mm
|
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Average impression at 25000 passes (left/right avg)
|
2.59 mm
|
