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Testing Report for 2021-09-13-21-5

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

Project Information

DEA: 024F5404
EFIS: 0213000004
Project ID: 213337
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-R15.3/R16.5
Work Description: BRIDGE REPLACEMENT - SOUTHBOUND ONLY
Location Description: SISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF DEETZ ROAD UNDERCROSSING TO 0.6 MILE NORTH OF BLACK BUTTE OVERHEAD 02-0004L
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Jeff Steppat
Structure Rep.: Andy O'Sullivan

Sample Information

DIME Sample ID: 2021-09-13-21
TL Number from the TL Form: 815602
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: 9/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 9/13/2021
The quantity of what the sample constitutes: PSE 16 Boxes at 282 Tons
A brief description of the sample: 3/4 inch HMA-A 23.6 RAP PG 58-34M Valero
From where was the sample collected: Manufacturer
Laboratory sample identification: D78941
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA

Material Information

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

Test Information

DIME Test ID: 2021-09-13-21-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Date Tested: 9/14/2021
Verified Date: 9/20/2021
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: 149 psi
Average Wet Tensile Strength: 139 psi
Tensile Strength Ratio: 0.93