Sample Record for 2019-05-07-15
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212562 DEA: 024G5504 EFIS: 0214000036
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-2.7/R11.4
Work Description: RECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS
Location Description: SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Nicole Mallory Structure Rep.: Andrew Osullivan
Sample Information
DIME Sample ID: 2019-05-07-15
TL Number from the TL Form: 991035
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/07/2019
Date that the sample was received by the laboratory/organization performing the testing: 05/07/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4-inch Type A Treated Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D77869A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock and Asphalt - Redding, CA
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-45-0017::FAWNDALE ROCK QUARRY
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Cold Feed
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: JMF 18-03-R3m
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test Results
Test 1 of 1
DIME Test ID: 2019-05-07-15-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/11/2020
Date Tested: 05/07/2019
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:
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 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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99.4 %
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Cumulative percent passing the 1/2 in. sieve
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83.7 %
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Cumulative percent passing the 3/8 in. sieve
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72.3 %
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Cumulative percent passing the 1/4 in. sieve
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55.6 %
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Cumulative percent passing the #4 sieve
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47.9 %
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Cumulative percent passing the #8 sieve
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28.5 %
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Cumulative percent passing the #16 sieve
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16.8 %
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Cumulative percent passing the #30 sieve
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11.3 %
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Cumulative percent passing the #50 sieve
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8.2 %
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Cumulative percent passing the #100 sieve
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6.3 %
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Cumulative percent passing the #200 sieve
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5.12 %
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