Print Report | Back to Sample Detail

Sample Record for 2023-12-18-50

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: 2023-12-18-50
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: Aggregate
Sample Taken Date: 12/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/19/2023
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Cold Feed 3/4" AC Aggregate
From where was the sample collected: Fabricator
Laboratory sample identification: test 1 a138CY AT0829am
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sully Miller

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-33-0068
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample: 3000222
The plant number:
A detailed description of where the material sample was collected: At the plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: 3
Sublot number: 41
Aggregate Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-12-18-50-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/05/2024
Date Tested: 12/29/2023
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: sieves # 3/4, 1/2, 3/8. no4 & no8 are out of 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 93 %
Cumulative percent passing the 1/2 in. sieve 84 %
Cumulative percent passing the 3/8 in. sieve 77 %
Cumulative percent passing the #4 sieve 60 %
Cumulative percent passing the #8 sieve 49 %
Cumulative percent passing the #16 sieve 36 %
Cumulative percent passing the #30 sieve 22 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 9 %
Cumulative percent passing the #200 sieve 4.6 %

Test 2 of 2

DIME Test ID: 2023-12-18-50-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/05/2024
Date Tested: 12/19/2023
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 87 %
Cumulative percent passing the 1/2 in. sieve 75 %
Cumulative percent passing the 3/8 in. sieve 70 %
Cumulative percent passing the #4 sieve 54 %
Cumulative percent passing the #8 sieve 44 %
Cumulative percent passing the #16 sieve 33 %
Cumulative percent passing the #30 sieve 22 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 4.7 %