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: 2025-10-06-62
TL Number from the TL Form: 876959
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: Hot Mix Asphalt
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: 16 boxes of Lime Treated 1/2-inch HMA-A PG 58-34 from Albina (K-Falls)
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials — Shaw Pit Facility (Lookout, CA)
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 5.9
Virgin binder PG:
Design binder PG: PG 64-28
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 23
WMA Additives: No
Antistrip type: 1% Lime
DIME Test ID: 2025-10-06-62-1
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: 10/20/2025
Date Tested: 10/08/2025
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: Gmm=2.434
Test Result Compliance: not applicable
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
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7331 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1617.2 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8283.7 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
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2.434
|
|
Theoretical maximum density at 25°C (77°F)
|
2426.9 kg/m^3
|
DIME Test ID: 2025-10-06-62-2
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: 10/20/2025
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: Pb=6.11% TV=5.9
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
|
3030.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4632.2 g
|
|
Mass of HMA Sample prior to ignition
|
1602.1 g
|
|
Corrected Asphalt Binder Content
|
6.11 %
|
|
Mass Loss
|
109.2 g
|
|
Mass of aggregate remaining after ignition
|
1492.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.52 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-10-06-62-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 10/20/2025
Date Tested: 10/09/2025
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: Gmb=2.348
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.351
|
|
Bulk Specific Gravity 2
|
2.348
|
|
Bulk Specific Gravity 3
|
2.345
|
|
Average Bulk Specific Gravity
|
2.348
|
DIME Test ID: 2025-10-06-62-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/20/2025
Date Tested: 10/10/2025
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: Pa=3.5%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.4 %
|
|
Percent Air Voids 2
|
3.5 %
|
|
Percent Air Voids 3
|
3.7 %
|
|
Average Percent Air Voids
|
3.5 %
|
DIME Test ID: 2025-10-06-62-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/20/2025
Date Tested: 10/17/2025
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: S1=113 psi, S2=94 psi, TSR=84%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
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113 psi
|
|
Average Wet Tensile Strength
|
94 psi
|
|
Tensile Strength Ratio
|
0.83
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