Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2024-10-03-100
TL Number from the TL Form: 858517
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: 10/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/03/2024
The quantity of what the sample constitutes: PSE 16 boxs
A brief description of the sample: 1/2 HMA Type A
From where was the sample collected: Manufacturer
Laboratory sample identification: D79738
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Shaw Pit - Lookout, CA
DIME Test ID: 2024-10-03-100-1
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: 10/22/2024
Date Tested: 10/04/2024
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=2.448
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
|
7332.3 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1580.1 grams
|
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Mass of container filled with the sample and water for Sample 1
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8267 grams
|
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.448
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Theoretical maximum density at 25°C (77°F)
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2440.9 kg/m^3
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DIME Test ID: 2024-10-03-100-2
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: 10/22/2024
Date Tested: 10/04/2024
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=2.378
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.375
|
|
Bulk Specific Gravity 2
|
2.377
|
|
Bulk Specific Gravity 3
|
2.381
|
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Average Bulk Specific Gravity
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2.378
|
DIME Test ID: 2024-10-03-100-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/22/2024
Date Tested: 10/04/2024
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=2.9
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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3 %
|
|
Percent Air Voids 2
|
2.9 %
|
|
Percent Air Voids 3
|
2.7 %
|
|
Average Percent Air Voids
|
2.9 %
|
DIME Test ID: 2024-10-03-100-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/22/2024
Date Tested: 10/17/2024
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=149 psi, S2=116 psi, TSR=78%
Test Result Compliance: does not comply
Additional Comments When Verified:
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Unit system used?
|
SI Units
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Average Dry Tensile Strength
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149 psi
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Average Wet Tensile Strength
|
116 psi
|
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Tensile Strength Ratio
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0.78
|
DIME Test ID: 2024-10-03-100-5
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: 10/22/2024
Date Tested: 10/04/2024
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: Pb=5.63
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3034.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4612.1 g
|
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Mass of HMA Sample prior to ignition
|
1577.7 g
|
|
Corrected Asphalt Binder Content
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5.63 %
|
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Mass Loss
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97.6 g
|
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Mass of aggregate remaining after ignition
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1480.1 g
|
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Correction Factor (Percent by mass of HMA Specimen)
|
0.37 %
|
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Moisture Content
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no data0 %
|
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Temperature Compensation Factor
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0.19 %
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|
Test Temperature
|
538 C
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