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Sample Record for 2018-06-09-4

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Project Information

Project ID: 212497 DEA: 024E0204 EFIS: 0200020196 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-77.8/79.7
Work Description: PULVERIZE AND RECONSTRUCT PAVEMENT, AND WIDEN WITH AB, HMA, & RHMA
Location Description: SHASTA COUNTY NEAR BURNEY FROM 0.2 MILE WEST OF SONOMA STREET TO 0.3 MILE WEST OF ROUTE 89
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 24339 Highway 89, N. Burney, CA 96013
Resident Engineer: Tofael Anwar Structure Rep.: Christopher S 'Chris' Brace

Sample Information

DIME Sample ID: 2018-06-09-4
TL Number from the TL Form: 736687
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/09/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/13/2018
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 3/4-inch Type A HMA, PG 64-28 M
From where was the sample collected: Manufacturer
Laboratory sample identification: D77441
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek - Shaw Pit Facility

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2018-06-09-4-1
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/20/2018
Date Tested: 06/15/2018
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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:
Unit system used? SI Units
Average Dry Tensile Strength 173 psi
Average Wet Tensile Strength 145 psi
Tensile Strength Ratio 84