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Sample Record for 2024-10-25-12

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Project Information

Project ID: 215771 DEA: 09367504 EFIS: 0916000032 QA Service Level: 1
DIST-CO-RTE-PM: 09--5756-NA
Work Description: Building work, hot mix asphalt (type A)
Location Description: IN KERN COUNTY IN TEHACHAPI AT THE TEHACHAPI HIGHWAY MAINTENANCE STATION AT 305 INDUSTRIAL PARKWAY
Contractor Name: BOWE CONTRACTORS INC.
Contractor Address: 609 Bailey Ct, Tehachapi, CA 93561
Resident Engineer: Raj Bharathan Structure Rep.: Alex Naime

Sample Information

DIME Sample ID: 2024-10-25-12
TL Number from the TL Form: 4483
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 10/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/29/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" Coldfeed & RAP
From where was the sample collected: Source
Laboratory sample identification: CF-7 SL-8
Structure unique identifier:
Structure name: Tehachapi Maintenance Station
The fabricator/manufacturer/facility name: Granite Solari Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): 00-00-0000
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Sample device at Hot 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:
Sublot number: 8
Aggregate Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-10-25-12-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/31/2024
Date Tested: 10/30/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: CF-7 SL-8
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
Cumulative percent passing the 1 1/2 in. sieve 100 %
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 74.4 %
Cumulative percent passing the 3/8 in. sieve 62.6 %
Cumulative percent passing the #4 sieve 47.1 %
Cumulative percent passing the #8 sieve 36.9 %
Cumulative percent passing the #16 sieve 26.6 %
Cumulative percent passing the #30 sieve 16.5 %
Cumulative percent passing the #50 sieve 8.1 %
Cumulative percent passing the #100 sieve 3.8 %
Cumulative percent passing the #200 sieve 2.2 %

Test 2 of 2

DIME Test ID: 2024-10-25-12-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/31/2024
Date Tested: 10/31/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: CF-7 SL-8 RAP
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 0.2 %
Aggregate correction factor for the #4 sieve (% passing) 1.8 %
Aggregate correction factor for the #8 sieve (% passing) 5 %
Aggregate correction factor for the #16 sieve (% passing) 6.4 %
Aggregate correction factor for the #30 sieve (% passing) 5.3 %
Aggregate correction factor for the #50 sieve (% passing) 3.6 %
Aggregate correction factor for the #100 sieve (% passing) 3.1 %
Aggregate correction factor for the #200 sieve (% passing) 3.2 %
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 81 %
Cumulative percent passing the #8 sieve 66 %
Cumulative percent passing the #16 sieve 53 %
Cumulative percent passing the #30 sieve 40 %
Cumulative percent passing the #50 sieve 29 %
Cumulative percent passing the #100 sieve 21 %
Cumulative percent passing the #200 sieve 15.4 %