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Testing Report for 2020-05-12-38-8

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

Project Information

DEA: 032F9804
EFIS: 0312000026
Project ID: 213485
QA Service Level: 1
DIST-CO-RTE-PM: 03-COL-20-31.7/32.9
Work Description: PAVEMENT REHABILITATION
Location Description: COLUSA COUNTY IN AND NEAR COLUSA FROM 0.1 MILE EAST OF THE MARKET STREET/STATE ROUTE 20 INTERSECTION TO 0.1 MILE SOUTH OF BUTTE VISTA DRIVE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Anthony Granados
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-12-38
TL Number from the TL Form: C778172
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 5/12/2020
Date that the sample was received by the laboratory/organization performing the testing: 5/14/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch HMA - A w?RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
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: 2020-05-12-38-8
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Date Tested: 6/11/2020
Verified Date: 11/17/2020
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF20-021B
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Average Dry Tensile Strength: 165 psi
Average Wet Tensile Strength: 148 psi
Tensile Strength Ratio: 90