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Sample Record for 2023-09-23-14

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

Project Information

Project ID: 993773 DEA: 021H5004 EFIS: 0216000045 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3,299-VAR
Work Description: STRUCT CONC BRIDGE, POLYESTER CONC OVERLAY & ROCK SLOPE PROTECTION.
Location Description: TRINITY COUNTY AT VARIOUS LOCATIONS
Contractor Name: WEST COAST CONTRACTORS INC
Contractor Address: Unknown
Resident Engineer: Mandhir Grewal Structure Rep.: Mike Sears

Sample Information

DIME Sample ID: 2023-09-23-14
TL Number from the TL Form: 857918
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: 09/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2023
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: Mathematically Combined Lime Treated 1/2-inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D79357F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt (Redding, CA)

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-45-0057::Shasta Ranch Aggregates (Anderson, CA)
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 per CT 384
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 on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-09-23-14-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/03/2023
Date Tested: 09/28/2023
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: CT 384: Combined at 75.0% Cold Feed and 25.0% Reclaimed Aggregate; P¾″=100%, P½″=94%, P⅜″=82%, P№4=55%, P№8=35%, P№30=17%, P№200=7.0%
Test Result Compliance: complies
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 100 %
Cumulative percent passing the 1/2 in. sieve 94 %
Cumulative percent passing the 3/8 in. sieve 82 %
Cumulative percent passing the #4 sieve 55 %
Cumulative percent passing the #8 sieve 35 %
Cumulative percent passing the #16 sieve 24 %
Cumulative percent passing the #30 sieve 17 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 9 %
Cumulative percent passing the #200 sieve 7 %