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Sample Record for 2023-08-15-67

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

Project Information

Project ID: 215494 DEA: 081H4904 EFIS: 0817000059 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-31.9/38.5
Work Description: COLD PLANE AC PAVEMENT AND OVERLAY WITH HMA (TYPE A).
Location Description: SAN BERNARDINO COUNTY FROM 0.1 MILE EAST OF HILLTOP CONNECTOR TO 0.5 MILE EAST OF SIBERIA CREEK TRAIL
Contractor Name: Matich Corp
Contractor Address: P.O. Box 10, Highland, CA 92346-1010
Resident Engineer: Nhan Nguyen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-15-67
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: 08/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2023
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 1 764 tons out at 0945 am
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Victorville

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 6
HMA Mix Number: 300154 r15
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-08-15-67-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/28/2023
Date Tested: 08/28/2023
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:
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 97 %
Cumulative percent passing the 1/2 in. sieve 89 %
Cumulative percent passing the 3/8 in. sieve 76 %
Cumulative percent passing the #4 sieve 54 %
Cumulative percent passing the #8 sieve 39 %
Cumulative percent passing the #16 sieve 27 %
Cumulative percent passing the #30 sieve 17 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.1 %