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Sample Record for 2022-06-17-46

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

Project Information

Project ID: 993222 DEA: 081G5204 EFIS: 0816000020 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-100.9/115.9
Work Description: COLD PLANE AC PAVEMENT & PLACE HMA AND MINOR CONCRETE.
Location Description: SAN BERNARDINO COUNTY IN AND NEAR ADELANTO FROM LOS ANGELES COUNTY LINE TO ROUTE 395
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Mauricio Santa Cruz Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-06-17-46
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: 06/17/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/20/2022
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 1/2" HMA A
From where was the sample collected: Supplier
Laboratory sample identification: 950tons out at 0123 am
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Victorville

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 2
Sublot number:
HMA Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2022-06-17-46-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/11/2022
Date Tested: 06/28/2022
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 0 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 98 %
Cumulative percent passing the 3/8 in. sieve 91 %
Cumulative percent passing the #4 sieve 67 %
Cumulative percent passing the #8 sieve 67 %
Cumulative percent passing the #16 sieve 56 %
Cumulative percent passing the #30 sieve 42 %
Cumulative percent passing the #50 sieve 17 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 2.7 %