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Sample Record for 2023-05-17-85

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

Project Information

Project ID: 215310 DEA: 020J4504 EFIS: 0219000125 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-97-0/0.0001
Work Description: DORRIS TMS
Location Description: SISKIYOU COUNTY AT AND NEAR DORRIS AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF RICHARDSON ROAD TO 0.1 MILE NORTH OF DORRIS BROWNWELL ROAD
Contractor Name: Roll'n Rock Construction
Contractor Address: 5527 Truck Village Drive, Mount Shasta , CA 96067
Resident Engineer: Nicole Mallory Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-05-17-85
TL Number from the TL Form: 815607
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: 05/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/17/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Mathematically Combined Treated 3/4-inch Type A Aggreagte
From where was the sample collected: Manufacturer
Laboratory sample identification: D79236F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-45-0017::Fawndale Rock Quarry - Redding, 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: 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: 2023-05-17-85-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/08/2023
Date Tested: 06/08/2023
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: P1″=100.%, P¾″=99%, P½″=88%, P№4=48%, P№8=29%, P№30=13%, P№200=5.7%
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 77 %
Cumulative percent passing the #4 sieve 48 %
Cumulative percent passing the #8 sieve 29 %
Cumulative percent passing the #16 sieve 19 %
Cumulative percent passing the #30 sieve 13 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 5.7 %