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Sample Record for 2023-02-01-39

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

Project Information

Project ID: 993124 DEA: 101F1704 EFIS: 1016000032 QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-26,99-1.1,19.3
Work Description: REMOVE AND REPLACE BRIDGE.
Location Description: SAN JOAQUIN COUNTY NEAR STOCKTON AT ROUTE 26/99 SEPARATION
Contractor Name: Andrew M Jordan Inc, DBA A & B Construction
Contractor Address: 1350 4th Street, Berkeley, CA 94710
Resident Engineer: Troy Scheiber Structure Rep.: Chuck Pazzi

Sample Information

DIME Sample ID: 2023-02-01-39
TL Number from the TL Form: C938451
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 02/01/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/29/2023
The quantity of what the sample constitutes: 2 cans of binder
A brief description of the sample: asphalt binder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernalis

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number: 2
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: TEICHERT VERNALIS
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: 2023-02-01-39-1
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: 04/05/2023
Date Tested: 04/03/2023
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: original
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 0.125 kPa
Phase Angle (δ) (for the 10 cycles) 86.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.041 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 1.04 kPa