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Sample Record for 2022-08-12-28

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

Project Information

Project ID: 993720 DEA: 061E0004 EFIS: 0621000192 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R23.7/R24.6
Work Description: COLD PLANE EXISTING PAVEMENT AND REPLACE WITH HMA.
Location Description: FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF DIVISADERO STREET OVERCROSSING TO 0.4 MILE NORTH OF BELMONT AVENUE OVERCROSSING
Contractor Name: Agee Construction
Contractor Address: P.O. Box 629, Clovis, CA 93613-0629
Resident Engineer: Fernando De Alba Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-08-12-28
TL Number from the TL Form: 027759
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: 08/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/17/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 70-10
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan

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: 2022-08-12-28-1
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/14/2022
Date Tested: 09/13/2022
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 Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.150 kPa
Phase Angle (δ) (for the 10 cycles) 89.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.253 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 1.25 kPa