Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002511 DEA: 022K2104 EFIS: 0225000051
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36,172-unknown
Work Description:
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN TEHAMA COUNTY NEAR MINERAL ON ROUTE 36 FROM 1.3 MILES EAST OF NORTH JUNCTION ROUTE 89 TO 0.1 MILE WEST OF MILL CREEK BRIDGE AND ON ROUTE 172 FROM 0.7 MILE WEST OF DOGWOOD WAY TO EAST JUNCTION OF ROUTE 36.
Contractor Name: Dig It Construction
Contractor Address: 803 Lorraine Dr, P.O. Box 494, Chester, CA 96020
Resident Engineer: Damion Farley Structure Rep.: Unknown
DIME Sample ID: 2026-08-20-67
TL Number from the TL Form: 036649
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: JMF Verification
Type of Material: Asphalt Binder
Sample Taken Date: 08/20/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/27/2026
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: PSE Cold feed and rap
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina - Klamath Falls, OR
Performance Grade: PG 58-34 M
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: sierra cascake
Certified Asphalt Supplier: Albina Asphalt - Klamath Falls - Klamath Falls OR
Multigrade: Yes
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 3/8" HMA-A, & #4 HMA-A
HMA Supplier Mix ID Number: 25%
DIME Test ID: 2026-08-20-67-2
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: 09/04/2026
Date Tested: 09/04/2026
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
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Test Frequency
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10.0 rad/s
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Strain Amplitude
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12.07 %
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Stress Amplitude
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0.232 kPa
|
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Phase Angle (δ) (for the 10 cycles)
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66.2 degree
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Complex Modulus (G*) (for the 10 measurements)
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1.928 kPa
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Test Temperature (Specimen 1)
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58.0 C
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Dynamic Shear, G*/sin(δ)
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2.11 kPa
|
