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Testing Report for 2021-07-21-44-3

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

Project Information

DEA: 024C40V4
EFIS: 0218000125
Project ID: 213469
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R3.8/R11.7
Work Description: WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description: SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Henry Benner
Structure Rep.: Eric Chaffee

Sample Information

DIME Sample ID: 2021-07-21-44
TL Number from the TL Form: 858983
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 7/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 7/21/2021
The quantity of what the sample constitutes: PSE 16 boxes
A brief description of the sample: 3/4" RHMA-G W/WMA PG 64-16 Valero Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D78907
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: Unknown
Sublot number: Unknown

Test Information

DIME Test ID: 2021-07-21-44-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Date Tested: 7/26/2021
Verified Date: 8/16/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Bulk Specific Gravity: 2.415
Bulk Specific Gravity 2: 2.411
Bulk Specific Gravity 3: 2.404
Average Bulk Specific Gravity: 2.41