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Sample Record for 2026-08-12-65

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

Project Information

Project ID: 1001999 DEA: 044X5604 EFIS: 0426000094 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-680-M0.01/M0.01
Work Description:
Location Description:
Contractor Name: Case Pacific
Contractor Address: 2121 Ardmore Road, Paso Robles, CA 93446
Resident Engineer: Reza Kamkar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-08-12-65
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: 08/12/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/12/2026
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: 2026-08-12-65-1
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: 09/02/2026
Date Tested: 08/28/2026
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 1 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 7335 grams
Mass of oven-dry sample in air for Sample 1 2539.1 grams
Mass of container filled with the sample and water for Sample 1 8860.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.506
Theoretical maximum density at 25°C (77°F) 2499 kg/m^3

Test

DIME Test ID: 2026-08-12-65-2
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: 09/02/2026
Date Tested: 08/14/2026
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 1 SL. 2
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.339

Test

DIME Test ID: 2026-08-12-65-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/02/2026
Date Tested: 08/28/2026
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 1 SL. 2
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 6.7 %

Test

DIME Test ID: 2026-08-12-65-4
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: 09/02/2026
Date Tested: 08/28/2026
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 1 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 3560.9 g
Mass of the specimen and specimen basket assembly prior to ignition 5802.1 g
Corrected Asphalt Binder Content 4.7 %
Mass of HMA Sample prior to ignition 2241.2 g
Mass Loss 137.5 g
Mass of aggregate remaining after ignition 2103.7 g
Correction Factor (Percent by mass of HMA Specimen) 1.33 %
Moisture Content no data0 %
Temperature Compensation Factor 0.11 %
Test Temperature 482 C

Test

DIME Test ID: 2026-08-12-65-5
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/02/2026
Date Tested: 09/01/2026
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 1 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) 0.9 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 0.4 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.2 %
Aggregate correction factor for the #4 sieve (% passing) -0.4 %
Aggregate correction factor for the #8 sieve (% passing) 0.7 %
Aggregate correction factor for the #16 sieve (% passing) 2.3 %
Aggregate correction factor for the #30 sieve (% passing) 2 %
Aggregate correction factor for the #50 sieve (% passing) 1.4 %
Aggregate correction factor for the #100 sieve (% passing) 0.8 %
Aggregate correction factor for the #200 sieve (% passing) 0.5 %
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 98 %
Cumulative percent passing the 1/2 in. sieve 85 %
Cumulative percent passing the 3/8 in. sieve 76 %
Cumulative percent passing the #4 sieve 51 %
Cumulative percent passing the #8 sieve 33 %
Cumulative percent passing the #16 sieve 24 %
Cumulative percent passing the #30 sieve 18 %
Cumulative percent passing the #50 sieve 14 %
Cumulative percent passing the #100 sieve 10 %
Cumulative percent passing the #200 sieve 7 %