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Sample Record for 2023-09-21-76

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Project Information

Project ID: 993192 DEA: 024H4404 EFIS: 0218000119 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-0.0/29.9
Work Description: CONSTRUCT SOLDIER PILE RETAINING WALL, REPAIR RSP AND HMA PAVING.
Location Description: PLUMAS COUNTY AT VARIOUS LOCATIONS FROM BUTTE COUNTY LINE TO 3.1 MILES WEST OF ROUTE 89
Contractor Name: Q & D CONSTRUCTION, INC
Contractor Address: 1050 S 21st STREET, SPARKS, NV 89431
Resident Engineer: Mike Zdenek Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-21-76
TL Number from the TL Form: 823627
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: 09/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/22/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 1/2-inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D79355F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Q&D Construction - Mustang Hot Plant (Sparks, NV)

Material Information

Source Identification (SMARA, name of Pit or Job Site): MSHA 2602089::Mustang Quarry (Sparks, NV)
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: 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: 2023-09-21-76-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/05/2023
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: CT 384: Combined at 85.0% Virgin Aggregate from Cold Feed and 15.0% Reclaimed Aggregate from RAP. P¾″=100.%, P½″=95%, P⅜″=88%, P№4=59%, P№8=40.%, P№30=18%, 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 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 95 %
Cumulative percent passing the 3/8 in. sieve 88 %
Cumulative percent passing the #4 sieve 59 %
Cumulative percent passing the #8 sieve 40 %
Cumulative percent passing the #16 sieve 26 %
Cumulative percent passing the #30 sieve 18 %
Cumulative percent passing the #50 sieve 11 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.3 %