Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994895 DEA: 060X2804 EFIS: 0618000049
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-60.1/66.2
Work Description: COLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA AND RHMA.
Location Description: FRESNO COUNTY ABOUT 21 MILES WEST OF MENDOTA FROM SHIELDS AVENUE OVERCROSSING TO MERCED COUNTY LINE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Haidar Haddadin Structure Rep.: Unknown
DIME Sample ID: 2024-06-10-15
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 06/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2024
The quantity of what the sample constitutes: 138T
A brief description of the sample: 3/4" coldfeed
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga
Source Identification (SMARA, name of Pit or Job Site): 91-10-0005
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: Diverter Chute
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: 1
Sublot number: 8
Aggregate Mix Number:
DIME Test ID: 2024-06-10-15-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/12/2024
Date Tested: 06/11/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What type of gradation is being tested?
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HMA Gradation
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Cumulative percent passing the 2 in. sieve
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no data
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Cumulative percent passing the 1 1/2 in. sieve
|
100 %
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Cumulative percent passing the 1 in. sieve
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100 %
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Cumulative percent passing the 3/4 in. sieve
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97 %
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Cumulative percent passing the 1/2 in. sieve
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85 %
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Cumulative percent passing the 3/8 in. sieve
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77 %
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Cumulative percent passing the #4 sieve
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57 %
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Cumulative percent passing the #8 sieve
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38 %
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Cumulative percent passing the #16 sieve
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25 %
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Cumulative percent passing the #30 sieve
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16 %
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Cumulative percent passing the #50 sieve
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11 %
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Cumulative percent passing the #100 sieve
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7 %
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Cumulative percent passing the #200 sieve
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4 %
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DIME Test ID: 2024-06-10-15-4
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: 06/12/2024
Date Tested: 06/11/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
