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Sample Record for 2021-06-24-26

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

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: 2021-06-24-26
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: 1
A brief description of the sample: 1 Bag
From where was the sample collected: Manufacturer
Laboratory sample identification: 827 tons out
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt Corona

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: 2021-06-24-26-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/19/2021
Date Tested: 06/28/2021
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:
Is an aggregate correction factor used? No
Cumulative percent passing the 2 in. sieve 0 %
Cumulative percent passing the 1 1/2 in. sieve 0 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 95 %
Cumulative percent passing the 1/2 in. sieve 77 %
Cumulative percent passing the 3/8 in. sieve 62 %
Cumulative percent passing the #4 sieve 41 %
Cumulative percent passing the #8 sieve 28 %
Cumulative percent passing the #16 sieve 19 %
Cumulative percent passing the #30 sieve 12 %
Cumulative percent passing the #50 sieve 7 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 3.1 %