Print Report | Back to Sample Detail

Sample Record for 2023-04-18-59

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

Project Information

Project ID: 214321 DEA: 012982U4 EFIS: 0118000125 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-29,175-28.5/31.6,8.2/8.5
Work Description: CONSTRUCT 4 LANE EXPRESSWAY WITH EARTHWORK AND PAVING.
Location Description: LAKE COUNTY NEAR KELSEYVILLE ON ROUTE 29 FROM 0.6 MILE TO 3.7 MILES NORTH OF ROUTE 281 AND ON ROUTE 175 FROM SOUTH JUNCTION ROUTE 29 TO 0.3 MILE EAST OF SOUTH JUNCTION ROUTE 29
Contractor Name: FBD VANGUARD CONSTRUCTION, INC.
Contractor Address: 550 Greenville Rd, Livermore, CA 94550
Resident Engineer: Dan Kraft Structure Rep.: Tatjana Halda

Sample Information

DIME Sample ID: 2023-04-18-59
TL Number from the TL Form: 026578
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: 04/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/21/2023
The quantity of what the sample constitutes: 1 can of binder
A brief description of the sample: Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia, CA

Material Information

Performance Grade: PG 58-22
Modified: No
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

Test 1 of 1

DIME Test ID: 2023-04-18-59-1
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: 04/26/2023
Date Tested: 04/26/2023
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: does not comply
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 80.8 degree
Dynamic Shear, G*/sin(δ) 3.47 kPa