Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-I5-2.5/R15.9
Work Description: Roadway rehabilitation and bridge improvements along I5 in Mount Shasta
Location Description: SIS I5 2.5/R15.9
Contractor Name: Gordon Stout - Walsh/Myers
Contractor Address: 1390 Willow Pass Rd Suite 950, Concord, CA 94520
Resident Engineer: Austin Henry Structure Rep.: Mike Sears
DIME Sample ID: 2023-09-18-68
TL Number from the TL Form: 824477
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: 09/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2023
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 M) with 24.0% RAP and virgin PG 58-34 M from Valero (Benicia, CA)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79350
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt (Redding, CA)
DIME Test ID: 2023-09-18-68-2
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/02/2023
Date Tested: 10/02/2023
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=105, S2=90, TSR=86%
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
|
105 psi
|
|
Average Wet Tensile Strength
|
90 psi
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Tensile Strength Ratio
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0.86
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DIME Test ID: 2023-09-18-68-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/02/2023
Date Tested: 09/19/2023
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=4.0
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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4.2 %
|
|
Percent Air Voids 2
|
3.9 %
|
|
Percent Air Voids 3
|
3.8 %
|
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Average Percent Air Voids
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4 %
|
DIME Test ID: 2023-09-18-68-4
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: 10/02/2023
Date Tested: 09/19/2023
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=2.403
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.397
|
|
Bulk Specific Gravity 2
|
2.405
|
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Bulk Specific Gravity 3
|
2.408
|
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Average Bulk Specific Gravity
|
2.403
|
DIME Test ID: 2023-09-18-68-5
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: 10/02/2023
Date Tested: 09/18/2023
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=2.503
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
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|
Mass Determination
|
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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7335.1 grams
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Mass of oven-dry sample in air for Sample 1
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2502.1 grams
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Mass of container filled with the sample and water for Sample 1
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8837.4 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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2.503
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Theoretical maximum density at 25°C (77°F)
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2495.7 kg/m^3
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DIME Test ID: 2023-09-18-68-6
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: 10/02/2023
Date Tested: 10/18/2023
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=5.16
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?
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Method A
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|
Mass of the specimen basket assembly
|
3015.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5149.4 g
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Mass of HMA Sample prior to ignition
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2133.6 g
|
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Corrected Asphalt Binder Content
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5.16 %
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Mass Loss
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122.9 g
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Mass of aggregate remaining after ignition
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2010.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.46 %
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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 %
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Test Temperature
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538 C
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