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Testing Report for 2019-05-23-20-5

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

Project Information

Project ID: 211775 DEA: 024E6504 EFIS: 0212000012 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-R52.5/88.4
Work Description: WIDEN BRIDGES,POLYESTER CONC OVERLAY,COLD PLANE AC PVMT,HMA,GUARDRAIL
Location Description: SISKIYOU COUNTY NEAR SEIAD VALLEY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF THOMPSON CREEK BRIDGE TO 0.2 MILE EAST OF BEAVER CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mark Loader Structure Rep.: Robert Thompson

Sample Information

DIME Sample ID: 2019-05-23-20
TL Number from the TL Form: 001376
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/23/2019
Date that the sample was received by the laboratory/organization performing the testing: 05/23/2019
The quantity of what the sample constitutes: JMF Modification
A brief description of the sample: 3/4-inch Type A HMA (eq. PG 64-28 M) with WMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D77888
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock and Asphalt

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 0
Sublot number: 0

Test Information

DIME Test ID: 2019-05-23-20-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 07/02/2019
Date Tested: 05/23/2019
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 161 psi
Average Wet Tensile Strength 154 psi
Tensile Strength Ratio 0.96