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Sample Record for 2021-11-16-9

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

Project Information

Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R28.6/37.5
Work Description: REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location Description: SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Larry J Canuti Structure Rep.: Taghreed Al-khateeb

Sample Information

DIME Sample ID: 2021-11-16-9
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: 11/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/17/2021
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 1" HMA A
From where was the sample collected: Manufacturer
Laboratory sample identification: test 1 97 tons out at 2130
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Victorville

Material Information

HMA Type: Type A HMA
HMA Grading: 1 inch
Lot number:
Sublot number: 14
HMA Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2021-11-16-9-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/19/2021
Date Tested: 11/17/2021
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:
Does this test use 1/4 sieve? No
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 92 %
Cumulative percent passing the 1/2 in. sieve 76 %
Cumulative percent passing the 3/8 in. sieve 69 %
Cumulative percent passing the #4 sieve 55 %
Cumulative percent passing the #8 sieve 42 %
Cumulative percent passing the #16 sieve 32 %
Cumulative percent passing the #30 sieve 20 %
Cumulative percent passing the #50 sieve 13 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 3.9 %