Sample Record for 2026-08-25-26
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1002407 DEA: 061H9304 EFIS: 0625000101
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-40.0/42.9, 52.8/62.6
Work Description: I-5 BUTTONWILLOW PAVEMENT REHAB (PM 40.0/42.9, 52.8/62.6): COLD PLANE, RHMA-G (BWC), HMA (TYPE A), PANEL REPLACEMENT, SHOULDER BACKING, RUMBLE STRIP, THERMO STRIPING, SIGNS, MODIFY TMS
Location Description: CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY IN AND NEAR BUTTONWILLOW FROM 1.2 MILES SOUTH OF ROUTE 5/43 SEPARATION TO 0.1 MILE SOUTH OF KERN RIVER UTILITY ROAD OVERCROSING AND FROM 0.7 MILE NORTH OF ROUTE 5/58 SEPARATION TO LERDO AVENUE OVERCROSING
Contractor Name: Granite Construction Company (Janet Guevara)
Contractor Address: 3005 James Road, Bakersfield, CA, 93308
Resident Engineer: Amarjit Dhaliwal Structure Rep.: None None
Sample Information
DIME Sample ID: 2026-08-25-26
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: 08/25/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2026
The quantity of what the sample constitutes: 1/2" RHMA-G L3SL8
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: 3
Sublot number: 8
HMA Mix Number:
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: San Joaquin Refining Co.
RAP content (%): 0
WMA Additives: Yes
Antistrip type: 1.0% Lime
Test Results
Test
DIME Test ID: 2026-08-25-26-1
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: 08/26/2026
Date Tested: 08/26/2026
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:
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Number of Samples
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1
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What is the unit of measurement for theoretical density?
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SI Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water 1
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7327 grams
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Mass of oven-dry sample in air for Sample 1
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1583.9 grams
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Mass of container filled with the sample and water for Sample 1
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8264.5 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.45
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Theoretical maximum density at 25°C (77°F)
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2443 kg/m^3
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Test
DIME Test ID: 2026-08-25-26-2
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: 08/26/2026
Date Tested: 08/26/2026
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:
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What temperature unit is used?
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Fahrenheit
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|
Test procedure used?
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Method A
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Mass of the specimen basket assembly
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4373.7 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5926.3 g
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Corrected Asphalt Binder Content
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7.4 %
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Mass of HMA Sample prior to ignition
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1552.6 g
|
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Mass Loss
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114.9 g
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Mass of aggregate remaining after ignition
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1437.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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no data0 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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|
Test Temperature
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538 F
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Test
DIME Test ID: 2026-08-25-26-3
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/26/2026
Date Tested: 08/26/2026
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:
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Is an aggregate correction factor used?
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Yes
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Aggregate correction factor for the 2 in. sieve (% passing)
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no data0 %
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Aggregate correction factor for the 1 1/2 in. sieve (% passing)
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no data0 %
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Aggregate correction factor for the 1 in. sieve (% passing)
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no data0 %
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Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
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Aggregate correction factor for the 1/2 in. sieve (% passing)
|
-0.3 %
|
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Aggregate correction factor for the 3/8 in. sieve (% passing)
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-0.1 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
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-2.7 %
|
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Aggregate correction factor for the #8 sieve (% passing)
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-1.6 %
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Aggregate correction factor for the #16 sieve (% passing)
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-1.2 %
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|
Aggregate correction factor for the #30 sieve (% passing)
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-0.8 %
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Aggregate correction factor for the #50 sieve (% passing)
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-0.5 %
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Aggregate correction factor for the #100 sieve (% passing)
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no data0 %
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Aggregate correction factor for the #200 sieve (% passing)
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-0.2 %
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Cumulative percent passing the 2 in. sieve
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100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
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Cumulative percent passing the 1 in. sieve
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100 %
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|
Cumulative percent passing the 3/4 in. sieve
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100 %
|
|
Cumulative percent passing the 1/2 in. sieve
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97 %
|
|
Cumulative percent passing the 3/8 in. sieve
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85 %
|
|
Cumulative percent passing the #4 sieve
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34 %
|
|
Cumulative percent passing the #8 sieve
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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
|
7 %
|
|
Cumulative percent passing the #200 sieve
|
5.2 %
|
Test
DIME Test ID: 2026-08-25-26-4
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: 08/26/2026
Date Tested: 08/26/2026
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:
