Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001572 DEA: 060W9204 EFIS: 0618000063
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-4.1/10.7
Work Description: RDWY EXC, CRCP, JPCP, HMA, TEMP BARRIER SYSTEM, AND AGGREGATE SUBBASE.
Location Description: KERN COUNTY NEAR GRAPEVINE FROM 0.3 MILE SOUTH OF GRAPEVINE CREEK BRIDGE TO 0.5 MILE NORTH OF GRAPEVINE ROAD UNDERCROSSING
Contractor Name: C.A. RASMUSSEN INC
Contractor Address: 28548 Livingston Ave., Valencia, CA 91355
Resident Engineer: Kristopher Raber Structure Rep.: Albert Heredia
DIME Sample ID: 2026-05-20-73
TL Number from the TL Form: 754208
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: 05/20/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/26/2026
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: 1 CAN OF BINDER
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston
Performance Grade: PG 64-10
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: Yes
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2026-05-20-73-1
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: 05/29/2026
Date Tested: 05/28/2026
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:
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Phase
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Original binder
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|
Test Gap
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1 mm
|
|
Test Frequency
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10.0 rad/s
|
|
Strain Amplitude
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12.06 %
|
|
Stress Amplitude
|
0.166 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
89.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.378 kPa
|
|
Test Temperature (Specimen 1)
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64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.38 kPa
|
