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Sample Record for 2026-05-18-45

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: 2026-05-18-45
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Sample Organization Contact: (510) 224-6127
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/18/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA + 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): 6

Test Results

Test

DIME Test ID: 2026-05-18-45-1
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: 05/26/2026
Date Tested: 05/22/2026
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: PSUE Sample (Burn #1)
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 3558 g
Mass of the specimen and specimen basket assembly prior to ignition 5587.8 g
Corrected Asphalt Binder Content 4.42 %
Mass of HMA Sample prior to ignition 2029.8 g
Mass Loss 124.7 g
Mass of aggregate remaining after ignition 1905.1 g
Correction Factor (Percent by mass of HMA Specimen) 1.59 %
Moisture Content no data0 %
Temperature Compensation Factor 0.13 %
Test Temperature 482 C

Test

DIME Test ID: 2026-05-18-45-2
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: 05/26/2026
Date Tested: 05/22/2026
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: PSUE Sample (Burn #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 2904.5 g
Mass of the specimen and specimen basket assembly prior to ignition 4918.1 g
Corrected Asphalt Binder Content 4.36 %
Mass of HMA Sample prior to ignition 2013.6 g
Mass Loss 122.8 g
Mass of aggregate remaining after ignition 1890.8 g
Correction Factor (Percent by mass of HMA Specimen) 1.59 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 482 C

Test

DIME Test ID: 2026-05-18-45-3
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/27/2026
Date Tested: 05/26/2026
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: PSUE Sample #1
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) 0.2 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 1.8 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 2 %
Aggregate correction factor for the #4 sieve (% passing) 2.1 %
Aggregate correction factor for the #8 sieve (% passing) 2.2 %
Aggregate correction factor for the #16 sieve (% passing) 2 %
Aggregate correction factor for the #30 sieve (% passing) 1.6 %
Aggregate correction factor for the #50 sieve (% passing) 1.3 %
Aggregate correction factor for the #100 sieve (% passing) 0.9 %
Aggregate correction factor for the #200 sieve (% passing) 0.6 %

Test

DIME Test ID: 2026-05-18-45-4
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/27/2026
Date Tested: 05/26/2026
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: PSUE Sample #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) 0.2 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 1.8 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 2 %
Aggregate correction factor for the #4 sieve (% passing) 2.1 %
Aggregate correction factor for the #8 sieve (% passing) 2.2 %
Aggregate correction factor for the #16 sieve (% passing) 2 %
Aggregate correction factor for the #30 sieve (% passing) 1.6 %
Aggregate correction factor for the #50 sieve (% passing) 1.3 %
Aggregate correction factor for the #100 sieve (% passing) 0.9 %
Aggregate correction factor for the #200 sieve (% passing) 0.6 %

Test

DIME Test ID: 2026-05-18-45-5
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: 05/28/2026
Date Tested: 05/27/2026
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: PSUE Sample
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.357
Bulk Specific Gravity 2 2.367
Average Bulk Specific Gravity 2.362

Test

DIME Test ID: 2026-05-18-45-6
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/28/2026
Date Tested: 05/27/2026
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: PSUE Sam[ple
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.9 %
Percent Air Voids 2 5.5 %
Average Percent Air Voids 5.7 %
Average Core Density 94.3 %