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Sample Record for 2024-10-03-93

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

Project Information

Project ID: 1000157 DEA: 024J9004 EFIS: 0223000085 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-161-15.0/17.6
Work Description: COLD CENTRAL PLANT RECYCLING WITH HMA OVERLAY.
Location Description: SISKIYOU COUNTY ABOUT 3.4 MILES WEST OF TULELAKE FROM 0.2 MILE WEST OF SOUTH MERRILL ROAD TO 0.3 MILE EAST OF HILL ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-03-93
TL Number from the TL Form:
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: Reclaimed Asphalt Pavement
Sample Taken Date: 10/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/03/2024
The quantity of what the sample constitutes: 1 Bag
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79737B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek - Shaw Pit Facility

Material Information

RAP Source: Hat Creek Construction and Materials, Shaw Pit Facility, Lookout, CA
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-10-03-93-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
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
Data has not been verified.

Test 2 of 3

DIME Test ID: 2024-10-03-93-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/22/2024
Date Tested: 10/15/2024
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:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.7 %
Aggregate correction factor for the #4 sieve (% passing) -1.3 %
Aggregate correction factor for the #8 sieve (% passing) 0.7 %
Aggregate correction factor for the #16 sieve (% passing) 0.3 %
Aggregate correction factor for the #30 sieve (% passing) 0.3 %
Aggregate correction factor for the #50 sieve (% passing) -0.7 %
Aggregate correction factor for the #100 sieve (% passing) -1.2 %
Aggregate correction factor for the #200 sieve (% passing) -1 %
Cumulative percent passing the 2 in. sieve 100 %
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 98 %
Cumulative percent passing the #4 sieve 68 %
Cumulative percent passing the #8 sieve 48 %
Cumulative percent passing the #16 sieve 35 %
Cumulative percent passing the #30 sieve 26 %
Cumulative percent passing the #50 sieve 19 %
Cumulative percent passing the #100 sieve 14 %
Cumulative percent passing the #200 sieve 10.7 %

Test 3 of 3

DIME Test ID: 2024-10-03-93-3
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
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
Data has not been verified.