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Sample Record for 2022-06-07-43

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

Project Information

Project ID: 215315 DEA: 081H8304 EFIS: 0817000139 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,SBD-138-0/2.3
Work Description: CONSTRUCT 4' MEDIAN
Location Description: SAN BERNARDINO COUNTY ALONG ROUTE 138
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 213 E Columbia Way, Lancaster, CA 93552
Resident Engineer: Mauricio Santa Cruz Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-06-07-43
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: 06/07/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2022
The quantity of what the sample constitutes: 2 Boxes HMA 99.52tons out @ 816m
A brief description of the sample: 3/4" HMA-A-SP R25 1.0% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 6724
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Big Rock

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: 2022-06-07-43-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/29/2022
Date Tested: 06/15/2022
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:
What type of gradation is being tested? Combined Gradation
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 96 %
Cumulative percent passing the 1/2 in. sieve 71 %
Cumulative percent passing the 3/8 in. sieve 61 %
Cumulative percent passing the #4 sieve 36 %
Cumulative percent passing the #8 sieve 36 %
Cumulative percent passing the #16 sieve 22 %
Cumulative percent passing the #30 sieve 15 %
Cumulative percent passing the #50 sieve 7 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 2.5 %