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Sample Record for 2024-08-29-25

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Project Information

Project ID: 1000165 DEA: 09392504 EFIS: 0923000029 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-R17.2/25.8
Work Description: HOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING.
Location Description: INYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 8999 Capacity Street, Arvin, CA 93203
Resident Engineer: Garret Rottner Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-29-25
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: 08/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2024
The quantity of what the sample constitutes: Shoulder Backing 01
A brief description of the sample: 3/4" Shoulder Backing
From where was the sample collected: Job Site
Laboratory sample identification: SB-1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Solari Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): 00-00-0000
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: Hwy 395 Shoulder NB #2 Lane
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: 2024-08-29-25-1
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: 09/03/2024
Date Tested: 09/03/2024
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: SB-1 Spec= 10-35
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 24

Test 2 of 3

DIME Test ID: 2024-08-29-25-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/03/2024
Date Tested: 09/03/2024
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: SB-01 Sample Meets Specification
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 98 %
Cumulative percent passing the 1/2 in. sieve 74 %
Cumulative percent passing the 3/8 in. sieve 65 %
Cumulative percent passing the #4 sieve 54 %
Cumulative percent passing the #8 sieve 43 %
Cumulative percent passing the #16 sieve 35 %
Cumulative percent passing the #30 sieve 28 %
Cumulative percent passing the #50 sieve 22 %
Cumulative percent passing the #100 sieve 17 %
Cumulative percent passing the #200 sieve 11.2 %

Test 3 of 3

DIME Test ID: 2024-08-29-25-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 09/03/2024
Date Tested: 09/03/2024
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: SB-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 91.6 %
Weighted average percentage of fractured, coarse, 1 faced particles 80.5 %