Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995105 DEA: 023J8104 EFIS: 0222000086
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-0.408/7.1
Work Description: Scott Mountain Overlay
Location Description:
Contractor Name: TULLIS INC
Contractor Address: P O BOX 493416, REDDING CA 96049
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown
DIME Sample ID: 2023-09-27-55
TL Number from the TL Form: 824451
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: 09/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/27/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation/JMF Verification
A brief description of the sample: 16 boxes of Lime Treated 3/8-inch Type A HMA with 24.0% RAP and virgin PG 58-34 M binder from Valero (Benicia, CA)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79363
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt (Redding, CA)
DIME Test ID: 2023-09-27-55-1
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: 10/16/2023
Date Tested: 09/28/2023
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=2.472
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
|
|
Method Performed
|
Mechanical Agitation - Method A
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|
Mass of container filled with water
|
7335.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1500.6 grams
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Mass of container filled with the sample and water for Sample 1
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8228.6 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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2.472
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Theoretical maximum density at 25°C (77°F)
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2464.8 kg/m^3
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DIME Test ID: 2023-09-27-55-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/16/2023
Date Tested: 10/16/2023
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=3.9%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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4.1 %
|
|
Percent Air Voids 2
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4.1 %
|
|
Percent Air Voids 3
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3.6 %
|
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Average Percent Air Voids
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3.9 %
|
DIME Test ID: 2023-09-27-55-4
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: 10/16/2023
Date Tested: 10/03/2023
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=2.374
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.37
|
|
Bulk Specific Gravity 2
|
2.37
|
|
Bulk Specific Gravity 3
|
2.383
|
|
Average Bulk Specific Gravity
|
2.374
|
DIME Test ID: 2023-09-27-55-5
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: 10/16/2023
Date Tested: 09/28/2023
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=5.99%
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
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3016.1 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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4221.9 g
|
|
Mass of HMA Sample prior to ignition
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1205.8 g
|
|
Corrected Asphalt Binder Content
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5.99 %
|
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Mass Loss
|
82.8 g
|
|
Mass of aggregate remaining after ignition
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1123 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.63 %
|
|
Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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0.25 %
|
|
Test Temperature
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538 C
|
DIME Test ID: 2023-09-27-55-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/16/2023
Date Tested: 10/16/2023
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=127psi,
S2=104psi,
TSR=82%
Test Result Compliance: complies
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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127 psi
|
|
Average Wet Tensile Strength
|
104 psi
|
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Tensile Strength Ratio
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0.82
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