Sample Record for 2024-07-22-80
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995221 DEA: 024H0004 EFIS: 0218000067
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-97,161-45.0/54.1,0.0/0.8
Work Description: HOT MIX ASPHALT, PAVEMENT DELINEATION, & ELECTRICAL WORK.
Location Description: SISKIYOU COUNTY IN AND NEAR DORRIS ON ROUTE 97 FROM 0.3 MILE SOUTH OF SAMS NECK ROAD TO OREGON STATE LINE AND ON ROUTE 161 FROM ROUTE 97 TO 0.6 MILE EAST OF INDIAN TOM LAKE ROAD
Contractor Name: ROCKY MOUNTAIN CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Austin Henry Structure Rep.: Nicolas Jimenez
Sample Information
DIME Sample ID: 2024-07-22-80
TL Number from the TL Form: 891202
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 07/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/23/2024
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 bags of Lime Treated 1/2-inch Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D79656A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rocky Mnt Const.
Material Information
Source Identification (SMARA, name of Pit or Job Site): Rocky Mnt Const.
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: 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 1
DIME Test ID: 2024-07-22-80-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/17/2024
Date Tested: 07/24/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
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What type of gradation is being tested?
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Combined Gradation
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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 %
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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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100 %
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Cumulative percent passing the 1/2 in. sieve
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96 %
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Cumulative percent passing the 3/8 in. sieve
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84 %
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Cumulative percent passing the #4 sieve
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52 %
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Cumulative percent passing the #8 sieve
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31 %
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Cumulative percent passing the #16 sieve
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20 %
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Cumulative percent passing the #30 sieve
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14 %
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Cumulative percent passing the #50 sieve
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10 %
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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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5 %
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