Print Report | Back to Sample Detail

Sample Record for 2025-11-03-4

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: 2025-11-03-4
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 11/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/03/2025
The quantity of what the sample constitutes: 1 bag of 3/4” aggregate
A brief description of the sample: 3/4” Aggregate
From where was the sample collected: Source
Laboratory sample identification:
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): Granite 5 Bridges Road Plant
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: Cold Feed Sampling Chute
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 on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-11-03-4-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/04/2025
Date Tested: 11/04/2025
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: Final Gradation with RAP
Test Result Compliance: complies
Additional Comments When Verified:
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 93 %
Cumulative percent passing the 1/2 in. sieve 81 %
Cumulative percent passing the 3/8 in. sieve 73 %
Cumulative percent passing the #4 sieve 54 %
Cumulative percent passing the #8 sieve 36 %
Cumulative percent passing the #16 sieve 27 %
Cumulative percent passing the #30 sieve 19 %
Cumulative percent passing the #50 sieve 13 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 3.8 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2025-11-03-4-2AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)11/03/2025Not scheduledJoshua HubarttCT D09 - Bishop Field LaboratoryDerek Carrington
2025-11-03-4-3AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)11/03/2025Not scheduledJoshua HubarttCT D09 - Bishop Field LaboratoryDerek Carrington
2025-11-03-4-4AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)11/03/2025Not scheduledJoshua HubarttCT D09 - Bishop Field LaboratoryDerek Carrington
2025-11-03-4-5AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)11/03/2025Not scheduledJoshua HubarttCT D09 - Bishop Field LaboratoryDerek Carrington