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Sample Record for 2022-12-21-84

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

Project Information

Project ID: 214135 DEA: 09213404 EFIS: 0900000030 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-29.9/41.8
Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Kris Raber Structure Rep.: Alex Naime-Falcon

Sample Information

DIME Sample ID: 2022-12-21-84
TL Number from the TL Form: 09
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: 12/21/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/23/2022
The quantity of what the sample constitutes: 2000cy
A brief description of the sample: Class II Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 2900
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-14-0003
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: From the Roadway after Placed
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): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-12-21-84-1
Test Method: CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Verified Date: 02/10/2023
Date Tested: 02/10/2023
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:
Test Result Compliance:
Additional Comments When Verified:
How will the R value be determined? By stabilometer
As Received Gradation, Percent Passing 3 in. sieve no data
As Received Gradation, Percent Passing 2 1/2 in. sieve no data
As Received Gradation, Percent Passing 2 in. sieve no data
As Received Gradation, Percent Passing 1 1/2 in. sieve no data
As Received Gradation, Percent Passing 1 in. sieve 100 %
As Received Gradation, Percent Passing 3/4 in. sieve 95 %
As Received Gradation, Percent Passing 1/2 in. sieve 80 %
As Received Gradation, Percent Passing 3/8 in. sieve 72 %
As Received Gradation, Percent Passing #4 sieve 56 %
As Received Gradation, Percent Passing #8 sieve 43 %
As Received Gradation, Percent Passing #16 sieve 33 %
As Received Gradation, Percent Passing #30 sieve 26 %
As Received Gradation, Percent Passing #50 sieve 19 %
As Received Gradation, Percent Passing #100 sieve 13 %
As Received Gradation, Percent Passing #200 sieve 7.6 %
As Used Gradation, Percent Passing 3 in. sieve no data
As Used Gradation, Percent Passing 2 1/2 in. sieve no data
As Used Gradation, Percent Passing 2 in. sieve no data
As Used Gradation, Percent Passing 1 1/2 in. sieve no data
As Used Gradation, Percent Passing 1 in. sieve 100 %
As Used Gradation, Percent Passing 3/4 in. sieve 100 %
As Used Gradation, Percent Passing 1/2 in. sieve 84 %
As Used Gradation, Percent Passing 3/8 in. sieve 76 %
As Used Gradation, Percent Passing #4 sieve 59 %
As Used Gradation, Percent Passing #8 sieve 45 %
As Used Gradation, Percent Passing #16 sieve 35 %
As Used Gradation, Percent Passing #30 sieve 27 %
As Used Gradation, Percent Passing #50 sieve 20 %
As Used Gradation, Percent Passing #100 sieve 14 %
As Used Gradation, Percent Passing #200 sieve 8 %
R value 81

Test 2 of 3

DIME Test ID: 2022-12-21-84-2
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: 02/10/2023
Date Tested: 02/10/2023
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:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 50

Test 3 of 3

DIME Test ID: 2022-12-21-84-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/10/2023
Date Tested: 02/10/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 0 %
Cumulative percent passing the 1 1/2 in. sieve 0 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 98 %
Cumulative percent passing the 1/2 in. sieve 80 %
Cumulative percent passing the 3/8 in. sieve 72 %
Cumulative percent passing the #4 sieve 56 %
Cumulative percent passing the #8 sieve 43 %
Cumulative percent passing the #16 sieve 33 %
Cumulative percent passing the #30 sieve 26 %
Cumulative percent passing the #50 sieve 19 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 7.6 %