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Testing Report for 2021-01-12-24-7

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

Project Information

DEA: 060S4604
EFIS: 0615000038
Project ID: 214293
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-R0.9/R5.0
Work Description: REPLACE CONCRETE AND ASPHALT PAVEMENT.
Location Description: FRESNO COUNTY IN AND NEAR KINGSBURG AND SELMA FROM ROUTE 99/201 SEPARATION TO 0.3 MILE SOUTH OF SECOND STREET UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mohammad Samimi
Structure Rep.: Peter Moua

Sample Information

DIME Sample ID: 2021-01-12-24
TL Number from the TL Form: C040299
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: 1/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 1/22/2021
The quantity of what the sample constitutes: 1 of 5
A brief description of the sample: Project Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMI FRESNO

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade:
Multigrade Type:

Test Information

DIME Test ID: 2021-01-12-24-7
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Date Tested: 2/25/2021
Verified Date: 3/30/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: MSCR Study
Test Result Compliance: not applicable
Additional Comments When Verified :

Submitted Test Results

PG test temperature: 64.0 C
Average percent recovery at 0.1 kPa: 10.8100 %
Average percent recovery at 3.2 kPa: 1.8300 %
Nonrecoverable creep compliance: 1.4150
Nonrecoverable creep compliance: 1.7795
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 25.7600 %