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Sample Record for 2023-10-14-19

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: 2023-10-14-19
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: 10/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/14/2023
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 1 300 tons out at0650 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: 3
Sublot number:
HMA Mix Number: 53418180
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-10-14-19-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/03/2023
Date Tested: 10/16/2023
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: sieve #3/8 is out of the operating range
Test Result Compliance: does not comply
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 99 %
Cumulative percent passing the 1/2 in. sieve 86 %
Cumulative percent passing the 3/8 in. sieve 72 %
Cumulative percent passing the #4 sieve 34 %
Cumulative percent passing the #8 sieve 19 %
Cumulative percent passing the #16 sieve 13 %
Cumulative percent passing the #30 sieve 9 %
Cumulative percent passing the #50 sieve 6 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.4 %