Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000697 DEA: 021J75U4 EFIS: 0224000092
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-36-14.4/R16.8
Work Description: PLACE HMA AND CLASS 2 AB, EXCAVATE ROADWAY, & INSTALL LIGHTING SYSTEM.
Location Description: LASSEN COUNTY ABOUT 9 MILES WEST OF SUSANVILLE FROM 1.3 MILES WEST TO 1.2 MILES EAST OF WILLARD CREEK ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: HAT CREEK CONSTRUCTION & MATERIALS, INC. 24339 Hwy 89 North, burney, CA, 96013
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2026-07-22-84
TL Number from the TL Form: 845878
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: 07/22/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/22/2026
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) with 22.0% RAP and virgin PG 58-34 from Albina (K-Falls, Or)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80302
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 5.7
Virgin binder PG: PG 64-28
Design binder PG:
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 22
WMA Additives:
Antistrip type: 1.0% Lime
DIME Test ID: 2026-07-22-84-1
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: 09/03/2026
Date Tested: 07/23/2026
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=2.473
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?
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SI Units
|
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Mass Determination
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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
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7330.6 grams
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Mass of oven-dry sample in air for Sample 1
|
2584.8 grams
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Mass of container filled with the sample and water for Sample 1
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8870.2 grams
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Temperature of Water
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76 °F
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Specific Gravity for Sample 1
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2.473
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Theoretical maximum density at 25°C (77°F)
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2465.8 kg/m^3
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DIME Test ID: 2026-07-22-84-3
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: 09/03/2026
Date Tested: 07/24/2026
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=2.375
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.379
|
|
Bulk Specific Gravity 2
|
2.375
|
|
Bulk Specific Gravity 3
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2.371
|
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Average Bulk Specific Gravity
|
2.375
|
DIME Test ID: 2026-07-22-84-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/03/2026
Date Tested: 07/24/2026
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: AASHTO T 269: Pa=4.0% Allowed tolerance for air voids is 2.5 – 5.5%
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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3.8 %
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Percent Air Voids 2
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4 %
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Percent Air Voids 3
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4.1 %
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Average Percent Air Voids
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4 %
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DIME Test ID: 2026-07-22-84-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/03/2026
Date Tested: 08/19/2026
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=172 psi, S₂=160 psi, TSR=93%
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
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SI Units
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Average Dry Tensile Strength
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172 psi
|
|
Average Wet Tensile Strength
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160 psi
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Tensile Strength Ratio
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0.93
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