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Sample Record for 2022-07-11-80

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Project Information

Project ID: 993345 DEA: 022J4004 EFIS: 0221000074 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-395-56.5/R61.1
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HMA.
Location Description: LASSEN COUNTY NEAR JANESVILLE FROM 0.1 MILE NORTH OF SUNNYSIDE ROAD TO 0.1 MILE NORTH OF ROUTE 36
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-11-80
TL Number from the TL Form: 894728
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 07/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 3 bags of Untreated Washed Dust Sized Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D79090D
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials – Ward Lake Pit (Litchfield, CA)

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-18-0008::Ward Lake Pit
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: Untreated Sized Virgin Aggregate Stockpile
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: fine
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: 2022-07-11-80-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/15/2022
Date Tested: 07/18/2022
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: Coarser on the № 4 – 50 sieves than the design.
Test Result Compliance: not applicable
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 99.1 %
Cumulative percent passing the 3/8 in. sieve 98.1 %
Cumulative percent passing the 1/4 in. sieve 81.6 %
Cumulative percent passing the #4 sieve 63.8 %
Cumulative percent passing the #8 sieve 37.5 %
Cumulative percent passing the #16 sieve 22.6 %
Cumulative percent passing the #30 sieve 13.3 %
Cumulative percent passing the #50 sieve 7.6 %
Cumulative percent passing the #100 sieve 3.8 %
Cumulative percent passing the #200 sieve 2.22 %