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Sample Record for 2019-04-22-10

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

Project Information

Project ID: 213888 DEA: 024H2704 EFIS: 0218000101 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-44-34.0/43.2
Work Description: PLACE HMA (TYPE A) OVERLAY.
Location Description: SHASTA COUNTY AT AND NEAR VIOLA FROM 0.2 MILE EAST OF MILL CREEK ROAD TO 0.8 MILE EAST OF DEER FLAT ROAD
Contractor Name: TULLIS, INC.
Contractor Address: PO BOX 493416, REDDING CA 96022
Resident Engineer: NATHAN ALEXANDER Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-04-22-10
TL Number from the TL Form: 736650
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 04/22/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/22/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: PG 64-16 (Valero – Benicia)
From where was the sample collected: Manufacturer
Laboratory sample identification: D77840
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier:
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2019-04-22-10-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 06/26/2019
Date Tested: 04/22/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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:
Additional Comments When Verified:
Specific Gravity 1.033