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Sample Record for 2023-09-29-30

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

Project Information

Project ID: 994845 DEA: 061E6104 EFIS: 0622000068 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-63-2.0/4.0
Work Description: FOR CONSTRUCTION ON STATE HIGHWAY IN TULARE COUNTY NEAR VISALIA FROM EAST CARTMILL AVENUE TO AVENUE 264
Location Description: In District 06 On Route 63
Contractor Name: AGEE CONSTRUCTION CORPORATION
Contractor Address: 1039 HOBLITT AVE, CLOVIS, CA 93612
Resident Engineer: Haidar Haddadin Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-29-30
TL Number from the TL Form: 00000
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: 09/29/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2023
The quantity of what the sample constitutes: 1 OF 1 CAN
A brief description of the sample: PG70-10
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refining Co Inc

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield 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: 2023-09-29-30-1
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: 10/18/2023
Date Tested: 10/05/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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 0.161 kPa
Phase Angle (δ) (for the 10 cycles) 89.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.332 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 1.33 kPa