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Sample Record for 2022-08-01-83

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215789 DEA: 10462104 EFIS: 1013000266 QA Service Level: 1
DIST-CO-RTE-PM: 10-TUO-108-R18.9/38.8
Work Description: COLD PLANE, HMA, DRAINAGE REPLACEMENT, AND MODIFY TRAFFIC STATIONS.
Location Description: TUOLUMNE COUNTY IN AND NEAR LONG BARN FROM 0.1 MILE WEST OF LONG BARN ROAD TO 2.3 MILES EAST OF COW CREEK ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Shamsurahman Sheenwari Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-08-01-83
TL Number from the TL Form: 034447
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 08/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2022
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG 58-34M
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Table Mountain Plant

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-08-01-83-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/21/2022
Date Tested: 10/14/2022
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 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.283 kPa
Phase Angle (δ) (for the 10 cycles) 67.1 degree
Complex Modulus (G*) (for the 10 measurements) 2.357 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.56 kPa