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Sample Record for 2019-12-30-4

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

Project Information

Project ID: 212803 DEA: 060T8004 EFIS: 0615000231 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-R37.3/41.3
Work Description: RESURFACE EXISTING PAVEMENT WITH RHMA-OPEN (BWC).
Location Description: TULARE COUNTY NEAR GOSHEN FROM 0.9 MILE SOUTH OF WEST VISALIA OVERHEAD TO 0.2 MILE NORTH OF NORTH GOSHEN OVERHEAD
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-12-30-4
TL Number from the TL Form:
Sample Submitted By Organization: Sierra Pacific Materials
Sample Organization Contact: (805) 423-2327
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/30/2019
Date that the sample was received by the laboratory/organization performing the testing: 12/30/2019
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2 HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM-Templeton

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2019-12-30-4-1
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)
Verified Date: 12/30/2019
Date Tested: 12/30/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.200
Bulk Specific Gravity 2 2.300
Bulk Specific Gravity 3 2.300
Average Bulk Specific Gravity 2.25