Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001246 DEA: 041Q7214 EFIS: 0423000277
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC,CC,SOL-580,680,780-Var
Work Description: INSTALL FIBER OPTIC CABLE SYSTEM, RAMP METERING, AND WIDEN ROADWAY.
Location Description: ALAMEDA, CONTRA COSTA AND SOLANO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: Unknown
Resident Engineer: Eddie Dike Structure Rep.: John parecadan
DIME Sample ID: 2026-09-28-18
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Sample Organization Contact: (510) 224-6127
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2"HMA w/25% RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton Plant
DIME Test ID: 2026-09-28-18-1
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: 09/30/2026
Date Tested: 09/29/2026
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 2 SL. 4
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
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|
Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
|
3551.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5187.9 g
|
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Corrected Asphalt Binder Content
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5.32 %
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|
Mass of HMA Sample prior to ignition
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1636.2 g
|
|
Mass Loss
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109.5 g
|
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Mass of aggregate remaining after ignition
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1526.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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1.22 %
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Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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0.15 %
|
|
Test Temperature
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477 C
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DIME Test ID: 2026-09-28-18-2
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: 09/30/2026
Date Tested: 09/30/2026
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 2 SL 4
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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|
Method Performed
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Mechanical Agitation - Method A
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|
Mass of container filled with water 1
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7335 grams
|
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Mass of oven-dry sample in air for Sample 1
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1583.9 grams
|
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Mass of container filled with the sample and water for Sample 1
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8286.6 grams
|
|
Temperature of Water
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77 °F
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|
Specific Gravity for Sample 1
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2.505
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Theoretical maximum density at 25°C (77°F)
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2498 kg/m^3
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DIME Test ID: 2026-09-28-18-3
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: 09/30/2026
Date Tested: 09/30/2026
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 2 SL. 4
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.383
|
|
Bulk Specific Gravity 2
|
2.334
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Average Bulk Specific Gravity
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2.359
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DIME Test ID: 2026-09-28-18-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/30/2026
Date Tested: 09/30/2026
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 2 SL. 4
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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4.9 %
|
|
Percent Air Voids 2
|
6.8 %
|
|
Average Percent Air Voids
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5.8 %
|
|
Average Core Density
|
94.2 %
|
DIME Test ID: 2026-09-28-18-5
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/30/2026
Date Tested: 09/30/2026
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 2 SL. 4
Test Result Compliance: complies
Additional Comments When Verified:
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Is an aggregate correction factor used?
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Yes
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Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
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|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
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Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
-0.2 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
0.1 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
0.8 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
1 %
|
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Aggregate correction factor for the #16 sieve (% passing)
|
0.9 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
1.1 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
1.2 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
0.8 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
0.2 %
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
98 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
90 %
|
|
Cumulative percent passing the #4 sieve
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65 %
|
|
Cumulative percent passing the #8 sieve
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41 %
|
|
Cumulative percent passing the #16 sieve
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28 %
|
|
Cumulative percent passing the #30 sieve
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21 %
|
|
Cumulative percent passing the #50 sieve
|
15 %
|
|
Cumulative percent passing the #100 sieve
|
10 %
|
|
Cumulative percent passing the #200 sieve
|
6.4 %
|
