Sample Record for 2024-10-09-74
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000233 DEA: 09398004 EFIS: 0923000027
QA Service Level: 1
DIST-CO-RTE-PM: 09-KER-58-R93.0/R97.0,R139.8
Work Description: HOT MIX ASPHALT (TYPE A), & REMOVE CONCRETE PAVEMENT.
Location Description: KERN COUNTY NEAR TEHACHAPI FROM 0.2 MILE EAST OF DENNISON ROAD OVERCROSSING TO 2.2 MILES WEST OF SAND CANYON OVERHEAD BRIDGE AND NEAR BORON AT BORAX ROAD OVERCROSSING
Contractor Name: INTERSTATE CIVIL CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Hin Hartanto Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-10-09-74
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: 10/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/21/2024
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-6
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 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:
Aggregate Mix Number:
Test Results
Test 1 of 3
DIME Test ID: 2024-10-09-74-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/22/2024
Date Tested: 10/22/2024
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-6 Aggregate
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
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94.7 %
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Cumulative percent passing the 1/2 in. sieve
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69.4 %
|
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Cumulative percent passing the 3/8 in. sieve
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58 %
|
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Cumulative percent passing the #4 sieve
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43 %
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Cumulative percent passing the #8 sieve
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35.3 %
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Cumulative percent passing the #16 sieve
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26.6 %
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Cumulative percent passing the #30 sieve
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17.8 %
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Cumulative percent passing the #50 sieve
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9.8 %
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Cumulative percent passing the #100 sieve
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4.8 %
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Cumulative percent passing the #200 sieve
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2.5 %
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Test 2 of 3
DIME Test ID: 2024-10-09-74-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/22/2024
Date Tested: 10/22/2024
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-6 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)
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no data0 %
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Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
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|
Aggregate correction factor for the 3/4 in. sieve (% passing)
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no data0 %
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|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-1.2 %
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Aggregate correction factor for the #4 sieve (% passing)
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-1 %
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Aggregate correction factor for the #8 sieve (% passing)
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1.9 %
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Aggregate correction factor for the #16 sieve (% passing)
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1.3 %
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Aggregate correction factor for the #30 sieve (% passing)
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0.6 %
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|
Aggregate correction factor for the #50 sieve (% passing)
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-0.2 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
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0.2 %
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|
Aggregate correction factor for the #200 sieve (% passing)
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0.6 %
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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
|
98 %
|
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Cumulative percent passing the #4 sieve
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74 %
|
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Cumulative percent passing the #8 sieve
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58 %
|
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Cumulative percent passing the #16 sieve
|
45 %
|
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Cumulative percent passing the #30 sieve
|
34 %
|
|
Cumulative percent passing the #50 sieve
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23 %
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Cumulative percent passing the #100 sieve
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17 %
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Cumulative percent passing the #200 sieve
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12 %
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Test 3 of 3
DIME Test ID: 2024-10-09-74-3
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.
