Print Report | Back to Sample Detail

Sample Record for 2023-07-11-19

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994399 DEA: 09378704 EFIS: 0919000001 QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-55.5/58.2
Work Description: PARTIAL DEPTH RECYCLE AND HMA (TYPE A).
Location Description: MONO COUNTY NEAR LEE VINING FROM 0.2 MILE SOUTH OF CEMETERY ROAD TO ROUTE 167
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: David Carruba Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-11-19
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 07/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/11/2023
The quantity of what the sample constitutes: 2 Bags of Agg & 1 Bag of RAP
A brief description of the sample: 3/4" Type A CF & RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: PSU-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite - Lee Vining Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-26-0029
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 from 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 on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2023-07-11-19-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/13/2023
Date Tested: 07/12/2023
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
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? Combined 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 95 %
Cumulative percent passing the 1/2 in. sieve 80 %
Cumulative percent passing the 3/8 in. sieve 72 %
Cumulative percent passing the #4 sieve 55 %
Cumulative percent passing the #8 sieve 34 %
Cumulative percent passing the #16 sieve 22 %
Cumulative percent passing the #30 sieve 14 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 2.6 %

Test 2 of 5

DIME Test ID: 2023-07-11-19-2
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: 07/13/2023
Date Tested: 07/12/2023
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
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 78

Test 3 of 5

DIME Test ID: 2023-07-11-19-3
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/13/2023
Date Tested: 07/12/2023
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
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.619
Average uncompacted voids 46.1 %

Test 4 of 5

DIME Test ID: 2023-07-11-19-4
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/13/2023
Date Tested: 07/12/2023
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
Test Result Compliance: complies
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 94.6 %
Weighted average percentage of fractured, coarse, 1 faced particles 96.8 %

Test 5 of 5

DIME Test ID: 2023-07-11-19-5
Test Method: AASHTO 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)
Verified Date: 07/13/2023
Date Tested: 07/12/2023
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
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation B
Percent loss after 100 revolutions 5.3 %
Percent loss after 500 revolutions 17.9 %