Sample Record for 2026-08-16-17
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: 2026-08-16-17
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 08/16/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2026
The quantity of what the sample constitutes: 1 can of 64-16
A brief description of the sample: 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari
Material Information
Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: GRANITE SOLARI
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 3/4" RHMA-G
HMA Supplier Mix ID Number: NOT ON TL 101
Test Results
Test
DIME Test ID: 2026-08-16-17-1
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/27/2026
Date Tested: 08/26/2026
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: OG
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
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Original binder
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Test Gap
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1 mm
|
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Test Frequency
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10.0 rad/s
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Strain Amplitude
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12.06 %
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Stress Amplitude
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0.158 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
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89.5 degree
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Complex Modulus (G*) (for the 10 measurements)
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1.309 kPa
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Test Temperature (Specimen 1)
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64.0 C
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Dynamic Shear, G*/sin(δ)
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1.31 kPa
|
