Sample Record for 2025-05-20-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000369 DEA: 09378804 EFIS: 0919000002
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-R9.8/R12.6
Work Description: PLACE HMA AND ASPHALT BASE, RECYCLE PAVEMENT AND MODIFY ELECTRICAL.
Location Description: MONO COUNTY NEAR TOM\\\\'S PLACE FROM 0.5 MILE NORTH OF LOWER ROCK CREEK ROAD TO 1.3 MILES SOUTH OF SOUTH LANDING OVERCROSSING
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: David Carruba Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-05-20-3
TL Number from the TL Form: PSU-01
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 05/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2025
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: 4589
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 5 Bridges Plant
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-14-0001
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 4
DIME Test ID: 2025-05-20-3-1
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: 05/20/2025
Date Tested: 05/20/2025
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 CF
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 4
DIME Test ID: 2025-05-20-3-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/20/2025
Date Tested: 05/20/2025
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 Final Combined Gradation with RAP
Test Result Compliance: complies
Additional Comments When Verified:
|
What type of gradation is being tested?
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Combined Gradation
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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
|
94 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
79 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
73 %
|
|
Cumulative percent passing the #4 sieve
|
55 %
|
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Cumulative percent passing the #8 sieve
|
39 %
|
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Cumulative percent passing the #16 sieve
|
28 %
|
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Cumulative percent passing the #30 sieve
|
20 %
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Cumulative percent passing the #50 sieve
|
12 %
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Cumulative percent passing the #100 sieve
|
7 %
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Cumulative percent passing the #200 sieve
|
3.8 %
|
Test 3 of 4
DIME Test ID: 2025-05-20-3-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/20/2025
Date Tested: 05/20/2025
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
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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-7.4 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-9.9 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-4.3 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-4.1 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
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-3.4 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
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-2.5 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
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-1.6 %
|
|
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
|
72 %
|
|
Cumulative percent passing the #8 sieve
|
49 %
|
|
Cumulative percent passing the #16 sieve
|
39 %
|
|
Cumulative percent passing the #30 sieve
|
28 %
|
|
Cumulative percent passing the #50 sieve
|
19 %
|
|
Cumulative percent passing the #100 sieve
|
12 %
|
|
Cumulative percent passing the #200 sieve
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8.1 %
|
Test 4 of 4
DIME Test ID: 2025-05-20-3-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 05/20/2025
Date Tested: 05/20/2025
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 CF
Test Result Compliance: complies
Additional Comments When Verified:
|
What test method is performed?
|
Method A
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|
Bulk dry specific gravity
|
2.61
|
|
Average uncompacted voids
|
45.2 %
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