Print Report | Back to Sample Detail

Sample Record for 2024-09-09-82

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

Project Information

Project ID: 995525 DEA: 024J8304 EFIS: 0223000078 QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-395-34.0/39.9
Work Description: LINVILLE CREEK OVERLAY - HMA OVERLAY, REPLACE ASPHALT CONCRETE SURFACING AND SHOULDER BACKING.
Location Description: MODOC COUNTY NEAR DAVIS CREEK FROM 0.4 MILE SOUTH OF JOSEPH CREEK ROAD TO 1.7 MILES SOUTH OF DAVIS CREEK ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 24338 Hwy 89 N, Burney, CA 96013
Resident Engineer: Kyle Higgins Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-09-82
TL Number from the TL Form: 858513
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: 09/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2024
The quantity of what the sample constitutes: 2 Bags
A brief description of the sample: Crusher Dust
From where was the sample collected: Manufacturer
Laboratory sample identification: D79713C
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Fitch Rd

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-25-0029
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: Plant
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: 2024-09-09-82-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/24/2024
Date Tested: 09/18/2024
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:
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 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 95 %
Cumulative percent passing the #8 sieve 56 %
Cumulative percent passing the #16 sieve 35 %
Cumulative percent passing the #30 sieve 24 %
Cumulative percent passing the #50 sieve 17 %
Cumulative percent passing the #100 sieve 11 %
Cumulative percent passing the #200 sieve 7.5 %