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Sample Record for 2024-05-13-31

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.: Sheila Reyes

Sample Information

DIME Sample ID: 2024-05-13-31
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 05/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/13/2024
The quantity of what the sample constitutes: 2000 cy
A brief description of the sample: Class II AB #88 - First lift at station 1709+75 in windrow
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand and Gravel

Material Information

Source Identification (SMARA, name of Pit or Job Site): Jobsite
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: Windrow
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: 2024-05-13-31-1
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: 05/17/2024
Date Tested: 05/13/2024
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: Project: 09-213404 Date: 5/13/24 Material: Class 2 Base #81 Supplier: Fisher Sand and Gravel Location: First lift at station 1709+75 in windrow Sampled By: Jerid Kupelian Testing Request: RVALUE
Test Result Compliance: complies
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 76 %
As Received Gradation, Percent Passing 3/8 in. sieve 68 %
As Received Gradation, Percent Passing #4 sieve 53 %
As Received Gradation, Percent Passing #8 sieve 42 %
As Received Gradation, Percent Passing #16 sieve 34 %
As Received Gradation, Percent Passing #30 sieve 27 %
As Received Gradation, Percent Passing #50 sieve 20 %
As Received Gradation, Percent Passing #100 sieve 13 %
As Received Gradation, Percent Passing #200 sieve 8 %
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 80 %
As Used Gradation, Percent Passing 3/8 in. sieve 72 %
As Used Gradation, Percent Passing #4 sieve 56 %
As Used Gradation, Percent Passing #8 sieve 44 %
As Used Gradation, Percent Passing #16 sieve 36 %
As Used Gradation, Percent Passing #30 sieve 28 %
As Used Gradation, Percent Passing #50 sieve 21 %
As Used Gradation, Percent Passing #100 sieve 14 %
As Used Gradation, Percent Passing #200 sieve 8.4 %
R value 86

Test 2 of 3

DIME Test ID: 2024-05-13-31-2
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: 05/17/2024
Date Tested: 05/16/2024
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: Class II Agg Base AB-82
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 67

Test 3 of 3

DIME Test ID: 2024-05-13-31-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/17/2024
Date Tested: 05/16/2024
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: Class II Agg Base AB-82
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 76 %
Cumulative percent passing the 3/8 in. sieve 68 %
Cumulative percent passing the #4 sieve 53 %
Cumulative percent passing the #8 sieve 42 %
Cumulative percent passing the #16 sieve 33 %
Cumulative percent passing the #30 sieve 27 %
Cumulative percent passing the #50 sieve 20 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 7.9 %