Sample Record for 2025-09-18-16
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993798 DEA: 09366804 EFIS: 0916000021
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-117.3/117.9
Work Description: MEADOW FARMS ADA
Location Description: INYO COUNTY NEAR BISHOP FROM 0.1 MILE EAST OF SEE VEE LANE TO BARLOW LANE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. BOX 2210, PISMO BEACH, CA 93448-2210
Resident Engineer: Adam Zumstein Structure Rep.: Mulugheta Belay
Sample Information
DIME Sample ID: 2025-09-18-16
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: 09/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2025
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: CF-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 5 Bridges Plant Bishop
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 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: 2025-09-18-16-1
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: 09/19/2025
Date Tested: 09/18/2025
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: CF-01
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 3
DIME Test ID: 2025-09-18-16-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/19/2025
Date Tested: 09/19/2025
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: CF-01 Final Combined Gradation with RAP
Test Result Compliance: complies
Additional Comments When Verified:
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What type of gradation is being tested?
|
HMA 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
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
94 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
81 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
73 %
|
|
Cumulative percent passing the #4 sieve
|
52 %
|
|
Cumulative percent passing the #8 sieve
|
38 %
|
|
Cumulative percent passing the #16 sieve
|
28 %
|
|
Cumulative percent passing the #30 sieve
|
20 %
|
|
Cumulative percent passing the #50 sieve
|
13 %
|
|
Cumulative percent passing the #100 sieve
|
8 %
|
|
Cumulative percent passing the #200 sieve
|
4.3 %
|
Test 3 of 3
DIME Test ID: 2025-09-18-16-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/19/2025
Date Tested: 09/19/2025
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: CF-01 RAP
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
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Yes
|
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Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
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)
|
-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)
|
-3.4 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
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-2.5 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-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
|
75 %
|
|
Cumulative percent passing the #8 sieve
|
53 %
|
|
Cumulative percent passing the #16 sieve
|
43 %
|
|
Cumulative percent passing the #30 sieve
|
32 %
|
|
Cumulative percent passing the #50 sieve
|
21 %
|
|
Cumulative percent passing the #100 sieve
|
14 %
|
|
Cumulative percent passing the #200 sieve
|
9.2 %
|
