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Sample Record for 2020-03-19-10

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R3.8/R11.7
Work Description: WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description: SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Henry Benner Structure Rep.: Eric Chaffee

Sample Information

DIME Sample ID: 2020-03-19-10
TL Number from the TL Form: 001698
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: 03/19/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/20/2020
The quantity of what the sample constitutes: JMF Renewal
A brief description of the sample: 3/4-inch Type A Aggregate (Treated, Virgin)
From where was the sample collected: Source
Laboratory sample identification: D78360A
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: 19-1001.314
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 19-01-R1
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2020-03-19-10-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/07/2020
Date Tested: 03/23/2020
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
Cumulative percent passing the 1 1/2 in. sieve 0 %
Cumulative percent passing the 1 in. sieve 0 %
Cumulative percent passing the 3/4 in. sieve 99.7 %
Cumulative percent passing the 1/2 in. sieve 82.2 %
Cumulative percent passing the 3/8 in. sieve 67.5 %
Cumulative percent passing the #4 sieve 46.4 %
Cumulative percent passing the #8 sieve 26.9 %
Cumulative percent passing the #16 sieve 16 %
Cumulative percent passing the #30 sieve 10.5 %
Cumulative percent passing the #50 sieve 7.8 %
Cumulative percent passing the #100 sieve 6.1 %
Cumulative percent passing the #200 sieve 4.99 %