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Testing Report for 2021-07-19-28-1

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

Project Information

DEA: 030H4804
EFIS: 0315000198
Project ID: 214175
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-0.1/1.6,11.8/21.6
Work Description: COLD PLANE AC PAVEMENT AND RHMA OVERLAY.
Location Description: SACRAMENTO COUNTY IN AND NEAR GALT FROM DRY CREEK BRIDGE TO SIMMERHORN ROAD AND IN ELK GROVE AND SACRAMENTO FROM 0.9 MILE SOUTH OF ELK GROVE BOULEVARD TO MARTIN LUTHER KING JR BOULEVARD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Sushma Lee
Structure Rep.: Kim Noonan

Sample Information

DIME Sample ID: 2021-07-19-28
TL Number from the TL Form: 880134
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: 7/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 7/26/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: Rubberized PG64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Rio Linda

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 2
Sublot number: 19

Test Information

DIME Test ID: 2021-07-19-28-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Date Tested: 7/28/2021
Verified Date: 7/28/2021
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: 38 0.1 mm