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Sample Record for 2023-07-11-97

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Project Information

Project ID: 993339 DEA: 024H9304 EFIS: 0219000027 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-44.3/44.9
Work Description: INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT
Location Description: IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD.
Contractor Name: Stimpel Wiebellhaus Inc.
Contractor Address: 1168 Industrial St., REDDING, CA 96002
Resident Engineer: Joel Gasik Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-11-97
TL Number from the TL Form: 853402
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: D79296F
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: 3/4 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: 2023-07-11-97-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/20/2023
Date Tested: 11/20/2023
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 76.0% virgin aggregate from cold feed and 24.0% reclaimed aggregate from RAP; P1″=100.%, P¾″=99%, P½″=88%, P№4=41%, P№8=28%, P№30=14%, P№200=5.4%
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 99 %
Cumulative percent passing the 1/2 in. sieve 88 %
Cumulative percent passing the 3/8 in. sieve 67 %
Cumulative percent passing the #4 sieve 41 %
Cumulative percent passing the #8 sieve 28 %
Cumulative percent passing the #16 sieve 19 %
Cumulative percent passing the #30 sieve 14 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 5.4 %