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Sample Record for 2024-10-01-47

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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: 2024-10-01-47
TL Number from the TL Form:
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: 10/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/03/2024
The quantity of what the sample constitutes: AB-01
A brief description of the sample: Class II Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: AB-01
Structure unique identifier:
Structure name:
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: Load 7 at Job Site
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-10-01-47-1
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 10/10/2024
Date Tested: 10/07/2024
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: AB-01
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 29

Test 2 of 3

DIME Test ID: 2024-10-01-47-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/10/2024
Date Tested: 10/07/2024
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: AB-01
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
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 99 %
Cumulative percent passing the 3/4 in. sieve 94 %
Cumulative percent passing the 1/2 in. sieve 72 %
Cumulative percent passing the 3/8 in. sieve 57 %
Cumulative percent passing the #4 sieve 42 %
Cumulative percent passing the #8 sieve 33 %
Cumulative percent passing the #16 sieve 26 %
Cumulative percent passing the #30 sieve 18 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 9 %
Cumulative percent passing the #200 sieve 6.2 %

Test 3 of 3

DIME Test ID: 2024-10-01-47-3
Test Method: CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Verified Date: 10/10/2024
Date Tested: 10/07/2024
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: AB-01
Test Result Compliance: complies
Additional Comments When Verified:
How will the R value be determined? By stabilometer
As Received Gradation, Percent Passing 3 in. sieve 100 %
As Received Gradation, Percent Passing 2 1/2 in. sieve 100 %
As Received Gradation, Percent Passing 2 in. sieve 100 %
As Received Gradation, Percent Passing 1 1/2 in. sieve 100 %
As Received Gradation, Percent Passing 1 in. sieve 99 %
As Received Gradation, Percent Passing 3/4 in. sieve 94 %
As Received Gradation, Percent Passing 1/2 in. sieve 72 %
As Received Gradation, Percent Passing 3/8 in. sieve 57 %
As Received Gradation, Percent Passing #4 sieve 42 %
As Received Gradation, Percent Passing #8 sieve 33 %
As Received Gradation, Percent Passing #16 sieve 26 %
As Received Gradation, Percent Passing #30 sieve 18 %
As Received Gradation, Percent Passing #50 sieve 12 %
As Received Gradation, Percent Passing #100 sieve 9 %
As Received Gradation, Percent Passing #200 sieve 6.2 %
As Used Gradation, Percent Passing 3 in. sieve 100 %
As Used Gradation, Percent Passing 2 1/2 in. sieve 100 %
As Used Gradation, Percent Passing 2 in. sieve 100 %
As Used Gradation, Percent Passing 1 1/2 in. sieve 100 %
As Used Gradation, Percent Passing 1 in. sieve 100 %
As Used Gradation, Percent Passing 3/4 in. sieve 100 %
As Used Gradation, Percent Passing 1/2 in. sieve 76 %
As Used Gradation, Percent Passing 3/8 in. sieve 61 %
As Used Gradation, Percent Passing #4 sieve 45 %
As Used Gradation, Percent Passing #8 sieve 35 %
As Used Gradation, Percent Passing #16 sieve 28 %
As Used Gradation, Percent Passing #30 sieve 19 %
As Used Gradation, Percent Passing #50 sieve 13 %
As Used Gradation, Percent Passing #100 sieve 10 %
As Used Gradation, Percent Passing #200 sieve 6.6 %
R value 80