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Sample Record for 2023-07-11-86

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

Project Information

Project ID: 994544 DEA: 023J8204 EFIS: 0222000087 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-R19.0/R25.3
Work Description: COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED).
Location Description: SISKIYOU COUNTY IN AND NEAR WEED FROM 0.1 MILE SOUTH OF ROUTE 97 TO 0.1 MILE NORTH OF NORTH EDGEWOOD OVERHEAD
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-11-86
TL Number from the TL Form: 897598
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: 07/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/11/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/4-inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D79294F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction - Fawndale Rock and Asphalt (Redding, CA)

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-45-0017
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: Mathematically Combined Gradation per CT 384
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:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-07-11-86-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/13/2023
Date Tested: 11/13/2023
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: Gradation mathematically combined per CT 384 at 76.4% virgin aggregate from cold feed and 23.6% reclaimed aggregate from RAP. P1″=100.%, P¾″=100.%, P½″=88%, P№4=52%, P№8=30%, P№30=12%, P№200=4.3%
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
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 100 %
Cumulative percent passing the 1/2 in. sieve 88 %
Cumulative percent passing the 3/8 in. sieve 78 %
Cumulative percent passing the #4 sieve 52 %
Cumulative percent passing the #8 sieve 30 %
Cumulative percent passing the #16 sieve 18 %
Cumulative percent passing the #30 sieve 12 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.3 %