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Sample Record for 2023-09-27-53

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Project Information

Project ID: 995105 DEA: 023J8104 EFIS: 0222000086 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-0.408/7.1
Work Description: Scott Mountain Overlay
Location Description:
Contractor Name: TULLIS INC
Contractor Address: P O BOX 493416, REDDING CA 96049
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-27-53
TL Number from the TL Form: 824452
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: 09/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/27/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/8-inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D79362F
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 Gradation per CT 384
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2023-09-27-53-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/13/2023
Date Tested: 10/03/2023
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: Mathematically Combined per CT 384 at 76.0% Virgin Aggregate from Cold Feed and 24.0% Reclaimed Aggregate from RAP. P½″=100.%, P⅜″=100.%, P№4=62%, P№8=40.%, P№30=20.%, P№200=7.9%
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 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 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 62 %
Cumulative percent passing the #8 sieve 40 %
Cumulative percent passing the #16 sieve 28 %
Cumulative percent passing the #30 sieve 20 %
Cumulative percent passing the #50 sieve 14 %
Cumulative percent passing the #100 sieve 10 %
Cumulative percent passing the #200 sieve 7.9 %