Print Report | Back to Sample Detail

Sample Record for 2025-07-09-29

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: 2025-07-09-29
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: 07/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2025
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-19
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Five Bridges

Material Information

Source Identification (SMARA, name of Pit or Job Site): Granite Five Bridges
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: Coldfeed 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: 19
Aggregate Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2025-07-09-29-1
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: 07/10/2025
Date Tested: 07/10/2025
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-19
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 77

Test 2 of 3

DIME Test ID: 2025-07-09-29-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/10/2025
Date Tested: 07/10/2025
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-19 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 94 %
Cumulative percent passing the 1/2 in. sieve 81 %
Cumulative percent passing the 3/8 in. sieve 72 %
Cumulative percent passing the #4 sieve 55 %
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 7 %
Cumulative percent passing the #200 sieve 3.9 %

Test 3 of 3

DIME Test ID: 2025-07-09-29-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/10/2025
Date Tested: 07/10/2025
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-19 RAP
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? No
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 81 %
Cumulative percent passing the #8 sieve 62 %
Cumulative percent passing the #16 sieve 46 %
Cumulative percent passing the #30 sieve 35 %
Cumulative percent passing the #50 sieve 24 %
Cumulative percent passing the #100 sieve 16 %
Cumulative percent passing the #200 sieve 10.1 %