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Testing Report for 2021-05-11-29-5

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

Project Information

DEA: 021J4704
EFIS: 0220000082
Project ID: 215252
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3-46.7/49.8,63.8/67.704
Work Description: HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location Description: TRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer:
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-11-29
TL Number from the TL Form: 768791
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 5/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 5/11/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Treated 3/4-inch Type A HMA (eq. PG 64-16)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78793
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction - Fawndale Rock and Asphalt - Redding, CA

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:

Test Information

DIME Test ID: 2021-05-11-29-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Date Tested: 5/27/2021
Verified Date: 7/13/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Average Dry Tensile Strength: 196 psi
Average Wet Tensile Strength: 165 psi
Tensile Strength Ratio: 0.84