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Sample Record for 2021-06-24-30

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Project Information

Project ID: 214586 DEA: 081H7704 EFIS: 0817000132 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215-4.5/5.8
Work Description: INSTALL SIGN STRUCTURE, HMA, MODIFY RAMP METERING AND RETAINING WALL.
Location Description: SAN BENARDINO COUNTY IN SAN BERNARDINO FROM 0.5 MILE SOUTH OR ORANGE SHOW ROAD/AUTO PLAZA DRIVE OVERCROSSING TO 0.2 MILE NORTH OF INLAND CENTER DRIVE OVERCROSSING
Contractor Name: BEADOR CONSTRUCTION COMPANY INC
Contractor Address: 26320 LESTER CIRCLE, CORONA, CA 92883
Resident Engineer: Nicholas Mineo Structure Rep.: Sylvia Stracner

Sample Information

DIME Sample ID: 2021-06-24-30
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Sample Organization Contact: (760) 252-9216
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/24/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2021
The quantity of what the sample constitutes: 3
A brief description of the sample: 3/4" HMA Core
From where was the sample collected: Job Site
Laboratory sample identification: 1-1A , 1-1B, 1-1C
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2021-06-24-30-1
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 07/23/2021
Date Tested: 07/14/2021
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 3
Bulk Specific Gravity 1 2.108
Bulk Specific Gravity 2 2.151
Bulk Specific Gravity 3 2.103
Percent of water absorbed by volume 1 5.72 %
Percent of water absorbed by volume 2 4.75 %
Percent of water absorbed by volume 3 5.95 %
Average Bulk Specific Gravity 2.121