Sample Record for 2026-09-13-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001442 DEA: 101C0504 EFIS: 1017000178
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ,STA-4-S19.4/38.1,0.0/7.2
Work Description: RHMA (GAP GRADED), HMA AND COLD PLANE ASPHALT CONCRETE PAVEMENT.
Location Description: SAN JOAQUIN AND STANISLAUS COUNTIES IN AND NEAR STOCKTON FROM 1.3 MILES WEST OF WALKER LANE TO 0.5 MILE EAST OF DUNTON ROAD
Contractor Name: GEORGE REED, INC.
Contractor Address: 1200 SCENIC DRIVE, SUITE 200, MODESTO, CA 95350
Resident Engineer: Nomer Gutierrez Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-09-13-8
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: 09/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2026
The quantity of what the sample constitutes: 1 CAN OF 64-28M
A brief description of the sample: 64-28M
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VSS Emultech West Sac
Material Information
Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: NOT ON TL 101
Certified Asphalt Supplier: VSS Emultech - West Sacramento - West Sacramento CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 1/2" HMA SP R15 WMA
HMA Supplier Mix ID Number: NOT ON TL 101
Test Results
Test
DIME Test ID: 2026-09-13-8-1
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: 09/18/2026
Date Tested: 09/17/2026
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
|
Original binder
|
|
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
|
0.325 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
69.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.691 kPa
|
|
Test Temperature (Specimen 1)
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64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.88 kPa
|
