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Sample Record for 2026-08-04-10

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Project Information

Project ID: 1001616 DEA: 061C0604 EFIS: 0621000014 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-223-1.8/10.4
Work Description: FULL DEPTH RECYCLE AND V-DITCHES.
Location Description: KERN COUNTY NEAR BAKERSFIELD FROM ROUTE 223/5 SEPARATION TO 0.1 MILE WEST OF ROUTE 223/99 SEPARATION
Contractor Name: Granite Construction Co. (Miguel Duran)
Contractor Address: 3005 JAMES ROAD, BAKERSFIELD CA 93308
Resident Engineer: Samuel Garcia Structure Rep.: None None

Sample Information

DIME Sample ID: 2026-08-04-10
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: 08/04/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/04/2026
The quantity of what the sample constitutes: L2SL21
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 2
Sublot number: 21
HMA Mix Number:
Binder content (%): 7.5
Virgin binder PG:
Design binder PG:
Binder Supplier: san Joaquin refinery
RAP content (%): 0
WMA Additives: Yes
Antistrip type: Lime
Test results on following page(s): 5

Test Results

Test

DIME Test ID: 2026-08-04-10-1
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: 08/04/2026
Date Tested: 08/04/2026
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 1681 grams
Mass of container filled with the sample and water for Sample 1 8322.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.453
Theoretical maximum density at 25°C (77°F) 2446 kg/m^3

Test

DIME Test ID: 2026-08-04-10-2
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: 08/04/2026
Date Tested: 08/04/2026
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 4371.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5955.2 g
Corrected Asphalt Binder Content 7.84 %
Mass of HMA Sample prior to ignition 1583.9 g
Mass Loss 124.1 g
Mass of aggregate remaining after ignition 1459.8 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test

DIME Test ID: 2026-08-04-10-3
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 08/04/2026
Date Tested: 08/04/2026
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:
Sand Equivalent 75

Test

DIME Test ID: 2026-08-04-10-4
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/04/2026
Date Tested: 08/04/2026
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) -0.3 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.1 %
Aggregate correction factor for the #4 sieve (% passing) -2.7 %
Aggregate correction factor for the #8 sieve (% passing) -1.6 %
Aggregate correction factor for the #16 sieve (% passing) -1.2 %
Aggregate correction factor for the #30 sieve (% passing) -0.8 %
Aggregate correction factor for the #50 sieve (% passing) -0.5 %
Aggregate correction factor for the #100 sieve (% passing) no data0 %
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 97 %
Cumulative percent passing the 3/8 in. sieve 86 %
Cumulative percent passing the #4 sieve 33 %
Cumulative percent passing the #8 sieve 19 %
Cumulative percent passing the #16 sieve 14 %
Cumulative percent passing the #30 sieve 11 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 8 %
Cumulative percent passing the #200 sieve 5.4 %

Test

DIME Test ID: 2026-08-04-10-5
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: 08/05/2026
Date Tested: 08/05/2026
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:
Bulk Specific Gravity 2.31
Bulk Specific Gravity 2 2.334
Bulk Specific Gravity 3 2.339
Average Bulk Specific Gravity 2.328