Sample Record for 2024-10-22-49
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: 2024-10-22-49
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: 10/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/24/2024
The quantity of what the sample constitutes: Production Start Up
A brief description of the sample: 3/4" HMA-A-SP PG58-34M R25
From where was the sample collected: Source
Laboratory sample identification: CF-PSU-1 SL-1
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:
Aggregate Mix Number:
Test Results
Test 1 of 5
DIME Test ID: 2024-10-22-49-1
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: 10/25/2024
Date Tested: 10/24/2024
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: PSU 01 SL-1
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 5
DIME Test ID: 2024-10-22-49-2
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: PSU 01 SL-1
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
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
98 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
73.2 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
60.5 %
|
|
Cumulative percent passing the #4 sieve
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42.7 %
|
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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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24 %
|
|
Cumulative percent passing the #30 sieve
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14.9 %
|
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Cumulative percent passing the #50 sieve
|
7.3 %
|
|
Cumulative percent passing the #100 sieve
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3.3 %
|
|
Cumulative percent passing the #200 sieve
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1.9 %
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Test 3 of 5
DIME Test ID: 2024-10-22-49-3
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: PSU 01 RAP SL-1
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 %
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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)
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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
|
99 %
|
|
Cumulative percent passing the #4 sieve
|
82 %
|
|
Cumulative percent passing the #8 sieve
|
70 %
|
|
Cumulative percent passing the #16 sieve
|
58 %
|
|
Cumulative percent passing the #30 sieve
|
45 %
|
|
Cumulative percent passing the #50 sieve
|
32 %
|
|
Cumulative percent passing the #100 sieve
|
23 %
|
|
Cumulative percent passing the #200 sieve
|
16.5 %
|
Test 4 of 5
DIME Test ID: 2024-10-22-49-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
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: PSU 01 SL-1
Test Result Compliance: complies
Additional Comments When Verified:
|
What test method is performed?
|
Method A
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|
Bulk dry specific gravity
|
2.71
|
|
Average uncompacted voids
|
46.7 %
|
Test 5 of 5
DIME Test ID: 2024-10-22-49-5
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
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: PSU 01 SL-1
Test Result Compliance: complies
Additional Comments When Verified:
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Grading designation
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B
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|
Mass of sample on No.12 sieve (after 500 revolutions)
|
3581 grams
|
|
Percent loss after 100 revolutions
|
6 %
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Percent loss after 500 revolutions
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28 %
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