Sample Record for 2026-08-13-26
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: 2026-08-13-26
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: 08/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2026
The quantity of what the sample constitutes: HMA+25%RAP L1SL5
A brief description of the sample: 3/4 HMA w RAP type A
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: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 5
HMA Mix Number:
Binder content (%): 4.5
Virgin binder PG: PG 64-16
Design binder PG: PG 70-10
Binder Supplier: San Joaquin Refining Co.
RAP content (%): 25
WMA Additives:
Antistrip type:
Test Results
Test
DIME Test ID: 2026-08-13-26-1
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: 08/14/2026
Date Tested: 08/14/2026
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?
|
SI Units
|
|
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
|
7327 grams
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Mass of oven-dry sample in air for Sample 1
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2572.5 grams
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Mass of container filled with the sample and water for Sample 1
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8887.6 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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2.542
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Theoretical maximum density at 25°C (77°F)
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2535 kg/m^3
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Test
DIME Test ID: 2026-08-13-26-2
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: 08/14/2026
Date Tested: 08/14/2026
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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4327.7 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6371.1 g
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Corrected Asphalt Binder Content
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4.52 %
|
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Mass of HMA Sample prior to ignition
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2043.4 g
|
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Mass Loss
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96.9 g
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Mass of aggregate remaining after ignition
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1946.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.22 %
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Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
Test
DIME Test ID: 2026-08-13-26-3
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/14/2026
Date Tested: 08/14/2026
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)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
0.1 %
|
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Aggregate correction factor for the 1/2 in. sieve (% passing)
|
-0.9 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-1.6 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
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-2.3 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
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-2.8 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
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-1.5 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
0.5 %
|
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Aggregate correction factor for the #50 sieve (% passing)
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0.1 %
|
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Aggregate correction factor for the #100 sieve (% passing)
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0.2 %
|
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Aggregate correction factor for the #200 sieve (% passing)
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-0.1 %
|
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Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
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Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
99 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
82 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
71 %
|
|
Cumulative percent passing the #4 sieve
|
53 %
|
|
Cumulative percent passing the #8 sieve
|
39 %
|
|
Cumulative percent passing the #16 sieve
|
30 %
|
|
Cumulative percent passing the #30 sieve
|
23 %
|
|
Cumulative percent passing the #50 sieve
|
15 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
6 %
|
Test
DIME Test ID: 2026-08-13-26-4
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: 08/14/2026
Date Tested: 08/14/2026
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:
