Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-44-0.0/37.2
Work Description: REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE.
Location Description: LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 24339 Hwy 89 N, Burney, CA 96013
Resident Engineer: Edward Worden Structure Rep.: Unknown
DIME Sample ID: 2024-07-08-76
TL Number from the TL Form: 848913
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/08/2024
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 16 boxes of Treated 3/4-inch Type A HMA with 22% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79637
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction, Ward Lake Plant, Litchfield, CA
DIME Test ID: 2024-07-08-76-1
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: 09/09/2024
Date Tested: 07/15/2024
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: Gmm=2.451
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
|
7333 grams
|
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Mass of oven-dry sample in air for Sample 1
|
1554.4 grams
|
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Mass of container filled with the sample and water for Sample 1
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8253.1 grams
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Temperature of Water
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24 °F
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Specific Gravity for Sample 1
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2.451
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Theoretical maximum density at 25°C (77°F)
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2443.9 kg/m^3
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DIME Test ID: 2024-07-08-76-2
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: 09/09/2024
Date Tested: 07/18/2024
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: Gmb=2.386
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.387
|
|
Bulk Specific Gravity 2
|
2.386
|
|
Bulk Specific Gravity 3
|
2.385
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Average Bulk Specific Gravity
|
2.386
|
DIME Test ID: 2024-07-08-76-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/09/2024
Date Tested: 07/19/2024
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: Pa=2.7%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
2.6 %
|
|
Percent Air Voids 2
|
2.7 %
|
|
Percent Air Voids 3
|
2.7 %
|
|
Average Percent Air Voids
|
2.7 %
|
DIME Test ID: 2024-07-08-76-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/09/2024
Date Tested: 07/23/2024
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: S1=152, S2=140, TSR=92%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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|
Average Dry Tensile Strength
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152 psi
|
|
Average Wet Tensile Strength
|
140 psi
|
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Tensile Strength Ratio
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0.92
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DIME Test ID: 2024-07-08-76-5
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: 01/22/2025
Date Tested: 01/13/2025
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=5.56%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
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|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3035.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5187.9 g
|
|
Mass of HMA Sample prior to ignition
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2152.7 g
|
|
Corrected Asphalt Binder Content
|
5.56 %
|
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Mass Loss
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141.4 g
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Mass of aggregate remaining after ignition
|
2011.3 g
|
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Correction Factor (Percent by mass of HMA Specimen)
|
0.87 %
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|
Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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0.14 %
|
|
Test Temperature
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538 C
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