Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993659 DEA: 021J4204 EFIS: 0220000076
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-273-11.8/12.6
Work Description: CONSTRUCT HMA STRUCTURAL SHOULDER SECTIONS AND MODIFY SIGNAL SYSTEM.
Location Description: SHASTA COUNTY IN REDDING FROM CLEAR CREEK ROAD TO 0.4 MILE NORTH OF WESTWOOD AVENUE
Contractor Name: TULLIS INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2022-07-24-2
TL Number from the TL Form: 037273
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 24.0% RAP and virgin PG 58-34 M from (Valero – Benicia)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79113
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis – Northstate Asphalt (Redding, CA)
DIME Test ID: 2022-07-24-2-1
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: 08/04/2022
Date Tested: 07/27/2022
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:
Test Result Compliance:
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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US 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
|
7335.7 grams
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Mass of oven-dry sample in air for Sample 1
|
2521.7 grams
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Mass of container filled with the sample and water for Sample 1
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8849.2 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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2.501
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Theoretical maximum density at 25°C (77°F)
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155.7 lb/ft^3
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DIME Test ID: 2022-07-24-2-2
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: 08/04/2022
Date Tested: 07/26/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Fahrenheit
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Test procedure used?
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no data
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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5.23 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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0.5 %
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Moisture Content
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no data
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Temperature Compensation Factor
|
no data
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Test Temperature
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no data
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DIME Test ID: 2022-07-24-2-3
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: 08/04/2022
Date Tested: 07/27/2022
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:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.412
|
|
Bulk Specific Gravity 2
|
2.413
|
|
Bulk Specific Gravity 3
|
2.414
|
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Average Bulk Specific Gravity
|
2.413
|
DIME Test ID: 2022-07-24-2-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/04/2022
Date Tested: 07/27/2022
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: VMA = 13.4%,
VFA = 73.6%,
DP = 1.0
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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3.6 %
|
|
Percent Air Voids 2
|
3.5 %
|
|
Percent Air Voids 3
|
3.5 %
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|
Average Percent Air Voids
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3.5 %
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DIME Test ID: 2022-07-24-2-5
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
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
Data has not been verified.
DIME Test ID: 2022-07-24-2-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/04/2022
Date Tested: 08/03/2022
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:
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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112 psi
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Average Wet Tensile Strength
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112 psi
|
|
Tensile Strength Ratio
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1
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