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Testing Report for 2021-04-01-25-5

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

Project Information

Project ID: 212914 DEA: 031E0604 EFIS: 0312000068 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70-15.5/16.5
Work Description: SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location Description: NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Manoharan Selvendran Structure Rep.: Christie, Travis

Sample Information

DIME Sample ID: 2021-04-01-25
TL Number from the TL Form: C706328
Sample Submitted By Organization: CT D03 - Field Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/01/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA - A w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-020A
Structure unique identifier:
Structure name: Not Applicable
The fabricator/manufacturer/facility name: Teichert-Hallwood Drum Plant

Material Information

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

Test Information

DIME Test ID: 2021-04-01-25-1
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: 05/04/2021
Date Tested: 04/19/2021
Submitted By Organization: CT D03 - Field Laboratory
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-020A.
Additional Comments When Verified : JMF21-020A

Submitted Test Results

Average Dry Tensile Strength 177 psi
Average Wet Tensile Strength 155 psi
Tensile Strength Ratio 0.88