Sample Record for 2025-07-07-19
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: 2025-07-07-19
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 07/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/08/2025
The quantity of what the sample constitutes: 1 bag of Coldfeed
A brief description of the sample: 3/4" Coldfeed
From where was the sample collected: Source
Laboratory sample identification: CF-10
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 5 Bridges
Material Information
Source Identification (SMARA, name of Pit or Job Site): Granite 5 Bridges
The fabricator's/manufacturer's product name for the sample: 13766
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Conveyor Belt
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: 1
Sublot number: 10
Aggregate Mix Number:
Test Results
Test 1 of 3
DIME Test ID: 2025-07-07-19-1
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: 07/08/2025
Date Tested: 07/08/2025
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-10
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 3
DIME Test ID: 2025-07-07-19-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/08/2025
Date Tested: 07/08/2025
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-10 Final Gradation with RAP
Test Result Compliance: complies
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Combined Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
no data0 %
|
|
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
|
95 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
81 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
73 %
|
|
Cumulative percent passing the #4 sieve
|
57 %
|
|
Cumulative percent passing the #8 sieve
|
42 %
|
|
Cumulative percent passing the #16 sieve
|
32 %
|
|
Cumulative percent passing the #30 sieve
|
24 %
|
|
Cumulative percent passing the #50 sieve
|
16 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
4.5 %
|
Test 3 of 3
DIME Test ID: 2025-07-07-19-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/08/2025
Date Tested: 07/08/2025
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-10 RAP
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
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)
|
-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
|
73 %
|
|
Cumulative percent passing the #8 sieve
|
51 %
|
|
Cumulative percent passing the #16 sieve
|
42 %
|
|
Cumulative percent passing the #30 sieve
|
30 %
|
|
Cumulative percent passing the #50 sieve
|
21 %
|
|
Cumulative percent passing the #100 sieve
|
13 %
|
|
Cumulative percent passing the #200 sieve
|
8.5 %
|
