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Sample Record for 2026-08-19-16

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Project Information

Project ID: 1001613 DEA: 060V6104 EFIS: 0616000222 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-119-28.2/31.3
Work Description: HMA (TYPE A), RCP, CLASS 2 AB, ROADWAY EXC, AND MODIFYING SIGNAL.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE WEST OF ASHE ROAD TO ROUTE 119/99 SEPARATION
Contractor Name: Griffith Company (Austin Fitch)
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Albert Heredia

Sample Information

DIME Sample ID: 2026-08-19-16
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/19/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/20/2026
The quantity of what the sample constitutes: 3/4" HMA- Type A 15% RAP L1SL1 PSE1
A brief description of the sample: 3/4" HMA- A 15% RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith, Edmonston

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number:
Binder content (%): 4.7
Virgin binder PG: PG 70-10
Design binder PG: PG 70-10
Binder Supplier: san Joaquin refinery
RAP content (%): 15
WMA Additives: No
Antistrip type: Lime
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2026-08-19-16-1
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: 08/20/2026
Date Tested: 08/20/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance:
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 7327 grams
Mass of oven-dry sample in air for Sample 1 2631.2 grams
Mass of container filled with the sample and water for Sample 1 8930.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.559
Theoretical maximum density at 25°C (77°F) 2552 kg/m^3

Test

DIME Test ID: 2026-08-19-16-2
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: 08/20/2026
Date Tested: 08/20/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 4374 g
Mass of the specimen and specimen basket assembly prior to ignition 6415.5 g
Corrected Asphalt Binder Content 4.82 %
Mass of HMA Sample prior to ignition 2041.5 g
Mass Loss 112.4 g
Mass of aggregate remaining after ignition 1929.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.69 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test

DIME Test ID: 2026-08-19-16-3
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/20/2026
Date Tested: 08/20/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
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) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -0.4 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 0.8 %
Aggregate correction factor for the #4 sieve (% passing) -0.7 %
Aggregate correction factor for the #8 sieve (% passing) 0.3 %
Aggregate correction factor for the #16 sieve (% passing) no data0 %
Aggregate correction factor for the #30 sieve (% passing) -2 %
Aggregate correction factor for the #50 sieve (% passing) 0.3 %
Aggregate correction factor for the #100 sieve (% passing) 0.1 %
Aggregate correction factor for the #200 sieve (% passing) 0.1 %
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 90 %
Cumulative percent passing the 3/8 in. sieve 79 %
Cumulative percent passing the #4 sieve 51 %
Cumulative percent passing the #8 sieve 36 %
Cumulative percent passing the #16 sieve 24 %
Cumulative percent passing the #30 sieve 15 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 4.1 %