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Testing Report for 2021-06-30-34-1

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

Project Information

DEA: 021J4804
EFIS: 0220000083
Project ID: 215253
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA,TRI-36-8.0/11.912,27.1/R41.139
Work Description: ASPHALT RUBBER CHIP SEAL AND TRAFFIC STRIPE.
Location Description: SHASTA AND TRINITY COUNTIES AT AND NEAR PLATINA FROM 0.4 MILE EAST OF MIDDLE FORK COTTONWOOD CREEK BRIDGE TO BEEGUM CREEK BRIDGE AND FROM 1.3 MILES EAST OF BRAMLET ROAD TO SHASTA COUNTY LINE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer:
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-30-34
TL Number from the TL Form: 823540
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 6/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/3/2021
The quantity of what the sample constitutes: 1 OF 1 CAN
A brief description of the sample: RUBBER
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia

Material Information

Asphalt modifier supplier:
Performance Grade: PG 58-22
Lot number:
Sublot number:

Test Information

DIME Test ID: 2021-06-30-34-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Date Tested: 8/6/2021
Verified Date: 8/6/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: 2018 per spec.
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Determination: Unworked Penetration
Unworked Penetration: 23 0.1 mm