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Testing Report for 2021-06-02-15-2

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

Project Information

DEA: 021J4504
EFIS: 0220000080
Project ID: 215245
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-89-14.0/19.0
Work Description: PLACE HMA (TYPE A).
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Austin Henry
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-02-15
TL Number from the TL Form: 858981
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: 6/2/2021
Date that the sample was received by the laboratory/organization performing the testing: 6/2/2021
The quantity of what the sample constitutes: PSE 16 boxs
A brief description of the sample: 3/8 Type A HMA 25 RAP PG 58 34m Valero Benecia
From where was the sample collected: Manufacturer
Laboratory sample identification: D78818
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA

Material Information

HMA Type: Type A HMA
HMA Grading: 3/8 inch
Lot number: Unknown
Sublot number: Unknown

Test Information

DIME Test ID: 2021-06-02-15-2
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: 6/2/2021
Verified Date: 8/20/2021
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: 2.388
Bulk Specific Gravity 2: 2.385
Bulk Specific Gravity 3: 2.388
Average Bulk Specific Gravity: 2.387