Print Report | Back to Test Summary

Testing Report for 2021-07-30-23-1

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

Project Information

DEA: 010K4804
EFIS: 0120000102
Project ID: 215680
QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-20-0.7/5.2,5.9/8.2
Work Description: RHMA OVERLAY, COLD PLANE AC PAVEMENT AND PRECOATED AGGREGATE.
Location Description: LAKE COUNTY NEAR UPPER LAKE FROM 0.1 MILE WEST OF BLUE LAKES ROAD TO 0.4 MILE WEST OF WITTER SPRINGS ROAD AND FROM 0.1 MILE EAST OF BACHELOR CREEK BRIDGE TO 0. 1 MILE WEST OF ROUTE 29
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Dan Kraft
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-30-23
TL Number from the TL Form: 000000
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: 7/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/20/2021
The quantity of what the sample constitutes: 5 cans
A brief description of the sample: TEST Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western Emulsions - White City OR

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:

Test Information

DIME Test ID: 2021-07-30-23-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Date Tested: 8/25/2021
Verified Date: 8/25/2021
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: 34 0.1 mm