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Sample Record for 2023-06-24-7

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

Project Information

Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-0.0/5.8
Work Description: ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 MONROE STREET, INDIO, CA 92203
Resident Engineer: Osama Abdalla Structure Rep.: Ryan Kash (Reports)

Sample Information

DIME Sample ID: 2023-06-24-7
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Blythe Field Testing Laboratory
Sample Organization Contact: 9096015132
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2023
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 3/4" HMA A
From where was the sample collected: Manufacturer
Laboratory sample identification: test 1 134 tons out at 0731 aM
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond LakeElsino

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-06-24-7-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/30/2023
Date Tested: 06/26/2023
Submitted By Organization: CT D08 - Blythe Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: brian.teh@dot.ca.gov
Organization Phone: (909) 601-5132
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 94 %
Cumulative percent passing the 1/2 in. sieve 74 %
Cumulative percent passing the 3/8 in. sieve 61 %
Cumulative percent passing the #4 sieve 46 %
Cumulative percent passing the #8 sieve 33 %
Cumulative percent passing the #16 sieve 22 %
Cumulative percent passing the #30 sieve 15 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 4.5 %