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Sample Record for 2026-07-09-97

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2026-07-09-97
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: 07/09/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4"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

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 5

Test Results

Test

DIME Test ID: 2026-07-09-97-1
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: 07/22/2026
Date Tested: 07/21/2026
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. 2
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3560.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5629.9 g
Corrected Asphalt Binder Content 4.81 %
Mass of HMA Sample prior to ignition 2069.6 g
Mass Loss 126.9 g
Mass of aggregate remaining after ignition 1942.7 g
Correction Factor (Percent by mass of HMA Specimen) 1.18 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 482 C

Test

DIME Test ID: 2026-07-09-97-2
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: 07/22/2026
Date Tested: 07/22/2026
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. 2
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
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7334.5 grams
Mass of oven-dry sample in air for Sample 1 2549.5 grams
Mass of container filled with the sample and water for Sample 1 8866.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.505
Theoretical maximum density at 25°C (77°F) 2498 kg/m^3

Test

DIME Test ID: 2026-07-09-97-3
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: 07/22/2026
Date Tested: 07/14/2026
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. 2
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.391
Bulk Specific Gravity 2 2.383
Bulk Specific Gravity 3 2.364
Average Bulk Specific Gravity 2.379

Test

DIME Test ID: 2026-07-09-97-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/22/2026
Date Tested: 07/22/2026
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. 2
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.6 %
Percent Air Voids 2 4.9 %
Percent Air Voids 3 5.6 %
Average Percent Air Voids 5 %
Average Core Density 95 %

Test

DIME Test ID: 2026-07-09-97-5
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/24/2026
Date Tested: 07/24/2026
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. 2
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) 1 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -0.2 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 0.4 %
Aggregate correction factor for the #4 sieve (% passing) 0.6 %
Aggregate correction factor for the #8 sieve (% passing) 0.6 %
Aggregate correction factor for the #16 sieve (% passing) -0.5 %
Aggregate correction factor for the #30 sieve (% passing) -0.8 %
Aggregate correction factor for the #50 sieve (% passing) -0.6 %
Aggregate correction factor for the #100 sieve (% passing) -0.1 %
Aggregate correction factor for the #200 sieve (% passing) 0.4 %
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 99 %
Cumulative percent passing the 1/2 in. sieve 88 %
Cumulative percent passing the 3/8 in. sieve 80 %
Cumulative percent passing the #4 sieve 51 %
Cumulative percent passing the #8 sieve 30 %
Cumulative percent passing the #16 sieve 19 %
Cumulative percent passing the #30 sieve 13 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 5.4 %