Sample Record for 2024-10-23-11
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: 2024-10-23-11
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: 10/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/24/2024
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-2 SL-3
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: Sample Device at 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: 3
Aggregate Mix Number:
Test Results
Test 1 of 3
DIME Test ID: 2024-10-23-11-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/25/2024
Date Tested: 10/25/2024
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-02 SL-3
Test Result Compliance: complies
Additional Comments When Verified:
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What type of gradation is being tested?
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HMA Gradation
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Cumulative percent passing the 2 in. sieve
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no data
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|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
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100 %
|
|
Cumulative percent passing the 3/4 in. sieve
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97.9 %
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Cumulative percent passing the 1/2 in. sieve
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73.6 %
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Cumulative percent passing the 3/8 in. sieve
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60.4 %
|
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Cumulative percent passing the #4 sieve
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42.4 %
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Cumulative percent passing the #8 sieve
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33.5 %
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Cumulative percent passing the #16 sieve
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25 %
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Cumulative percent passing the #30 sieve
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16.6 %
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Cumulative percent passing the #50 sieve
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8.9 %
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Cumulative percent passing the #100 sieve
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4.1 %
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Cumulative percent passing the #200 sieve
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2.2 %
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Test 2 of 3
DIME Test ID: 2024-10-23-11-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/25/2024
Date Tested: 10/25/2024
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-02 SL-3 RAP
Test Result Compliance: complies
Additional Comments When Verified:
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Is an aggregate correction factor used?
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Yes
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Aggregate correction factor for the 2 in. sieve (% passing)
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no data0 %
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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)
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1.8 %
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Aggregate correction factor for the #8 sieve (% passing)
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5 %
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Aggregate correction factor for the #16 sieve (% passing)
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6.4 %
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|
Aggregate correction factor for the #30 sieve (% passing)
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5.3 %
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Aggregate correction factor for the #50 sieve (% passing)
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3.6 %
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|
Aggregate correction factor for the #100 sieve (% passing)
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3.1 %
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|
Aggregate correction factor for the #200 sieve (% passing)
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3.2 %
|
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Cumulative percent passing the 2 in. sieve
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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
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100 %
|
|
Cumulative percent passing the #4 sieve
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81 %
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Cumulative percent passing the #8 sieve
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66 %
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Cumulative percent passing the #16 sieve
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53 %
|
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Cumulative percent passing the #30 sieve
|
40 %
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Cumulative percent passing the #50 sieve
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29 %
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Cumulative percent passing the #100 sieve
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21 %
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Cumulative percent passing the #200 sieve
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15.2 %
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Test 3 of 3
DIME Test ID: 2024-10-23-11-3
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)
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
Data has not been verified.
