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Sample Record for 2018-10-04-15

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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: 2018-10-04-15
TL Number from the TL Form: 898238
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: 10/04/2018
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2018
The quantity of what the sample constitutes: JMF Verification Renewal
A brief description of the sample: Cold Feed, Treated Virgin 3/4-inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D77681
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - 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: 18-1001.305-23.6_
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-R1
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2018-10-04-15-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/30/2018
Date Tested: 10/05/2018
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:
What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) Yes
Has the fine aggregate sample been reduced? No
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 99.5 %
Cumulative percent passing the 1/2 in. sieve 80.5 %
Cumulative percent passing the 3/8 in. sieve 69 %
Cumulative percent passing the 1/4 in. sieve 54.2 %
Cumulative percent passing the #4 sieve 47.6 %
Cumulative percent passing the #8 sieve 29.3 %
Cumulative percent passing the #16 sieve 18.2 %
Cumulative percent passing the #30 sieve 11.9 %
Cumulative percent passing the #50 sieve 8.3 %
Cumulative percent passing the #100 sieve 7.3 %
Cumulative percent passing the #200 sieve 5.06 %