Sample Record for 2024-09-11-21
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: 2024-09-11-21
TL Number from the TL Form: 4315
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: 09/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2024
The quantity of what the sample constitutes: 1 Bag of Coldfeed
A brief description of the sample: 1/2” aggregate
From where was the sample collected: Source
Laboratory sample identification: CF21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari Plant
Material Information
Source Identification (SMARA, name of Pit or Job Site): Granite solari
The fabricator's/manufacturer's product name for the sample: 1/2” cold feed
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Belt device at plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2024-09-11-21-1
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)
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
Data has not been verified.
Test 2 of 2
DIME Test ID: 2024-09-11-21-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/13/2024
Date Tested: 09/13/2024
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: CF-21 Agg
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested?
|
HMA Gradation
|
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
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
93.9 %
|
Cumulative percent passing the 3/8 in. sieve
|
76.4 %
|
Cumulative percent passing the #4 sieve
|
47 %
|
Cumulative percent passing the #8 sieve
|
37.8 %
|
Cumulative percent passing the #16 sieve
|
27.8 %
|
Cumulative percent passing the #30 sieve
|
18.4 %
|
Cumulative percent passing the #50 sieve
|
9.8 %
|
Cumulative percent passing the #100 sieve
|
4.3 %
|
Cumulative percent passing the #200 sieve
|
2.4 %
|