Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995257 DEA: 09401004 EFIS: 0924000007
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-190-9.8-68.0
Work Description: Emergency Repair from Flood Damage to State Route 190 near Olancha, CA.
Location Description: State Route 190
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Kris Raber Structure Rep.: Unknown
DIME Sample ID: 2024-05-06-25
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 05/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/08/2024
The quantity of what the sample constitutes: Box of HMA Post Plant
A brief description of the sample: 3/4" HMA for Gradation
From where was the sample collected: Source
Laboratory sample identification: 3886
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 5 Bridges Plant
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: HMA 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:
DIME Test ID: 2024-05-06-25-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/09/2024
Date Tested: 05/08/2024
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: HMA-01 Post Plant Gradation
Test Result Compliance: complies
Additional Comments When Verified:
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Is an aggregate correction factor used?
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Yes
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Cumulative percent passing the 2 in. sieve
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100 %
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Cumulative percent passing the 1 1/2 in. sieve
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100 %
|
|
Cumulative percent passing the 1 in. sieve
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100 %
|
|
Cumulative percent passing the 3/4 in. sieve
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93 %
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Cumulative percent passing the 1/2 in. sieve
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79 %
|
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Cumulative percent passing the 3/8 in. sieve
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73 %
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Cumulative percent passing the #4 sieve
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53 %
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Cumulative percent passing the #8 sieve
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37 %
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Cumulative percent passing the #16 sieve
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26 %
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Cumulative percent passing the #30 sieve
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19 %
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Cumulative percent passing the #50 sieve
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13 %
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Cumulative percent passing the #100 sieve
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8 %
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Cumulative percent passing the #200 sieve
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4.4 %
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