Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000958 DEA: 021K0704 EFIS: 0224000048
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-11.0/16.0
Work Description: PERFORM PARTIAL DEPTH RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A).
Location Description: LASSEN COUNTY ABOUT 9 MILES NORTH OF SUSANVILLE FROM 1.2 MILES SOUTH OF HAGATA ROAD TO 0.9 MILE SOUTH OF MEADOW CHANNEL BRIDGE
Contractor Name: S.T. RHOADES CONSTRUCTION, INC.
Contractor Address: P.O. Box 494520, Redding, CA 96049
Resident Engineer: Daniel Gibs Structure Rep.: Unknown
DIME Sample ID: 2025-10-06-59
TL Number from the TL Form: 876960
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: 10/06/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/06/2025
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 2 bags of Combined Lime Treated 1/2-inch Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D80074B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials – Shaw Pit Facility (Lookout, CA)
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:
DIME Test ID: 2025-10-06-59-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 10/16/2025
Date Tested: 10/14/2025
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: Gmmr=2.502
Test Result Compliance: complies
Additional Comments When Verified:
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Number of tests
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1
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|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
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Method Performed
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Mechanical Agitation - Method A
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|
Mass of container filled with water
|
7331 grams
|
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Mass of oven-dry sample in air for Sample 1
|
1612.2 grams
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|
Mass of container filled with the sample and water for Sample 1
|
8298.9 grams
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|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
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2.502
|
|
Theoretical maximum density at 25°C (77°F)
|
2494.7 kg/m^3
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DIME Test ID: 2025-10-06-59-2
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)
Verified Date: 10/16/2025
Date Tested: 10/15/2025
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: Pb(Uncorrected)=6.72%
Pb≈6.25%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3030.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4646.8 g
|
|
Mass of HMA Sample prior to ignition
|
1616.6 g
|
|
Corrected Asphalt Binder Content
|
6.72 %
|
|
Mass Loss
|
111.7 g
|
|
Mass of aggregate remaining after ignition
|
1504.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
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|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-10-06-59-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/16/2025
Date Tested: 10/16/2025
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?
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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)
|
0.1 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
1.3 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
1 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
0.4 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
0.1 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.1 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-0.4 %
|
|
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
|
99 %
|
|
Cumulative percent passing the #4 sieve
|
75 %
|
|
Cumulative percent passing the #8 sieve
|
52 %
|
|
Cumulative percent passing the #16 sieve
|
37 %
|
|
Cumulative percent passing the #30 sieve
|
27 %
|
|
Cumulative percent passing the #50 sieve
|
21 %
|
|
Cumulative percent passing the #100 sieve
|
16 %
|
|
Cumulative percent passing the #200 sieve
|
12.4 %
|
