Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215240 DEA: 021H6804 EFIS: 0216000010
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-5-39/41.9
Work Description: SB Cottonwood Scales
Location Description:
Contractor Name: McCuen Construction, Inc.
Contractor Address: 3269 Swetzer Road, Loomis, CA,95690
Resident Engineer: Edward Worden Structure Rep.: Chris Brace
DIME Sample ID: 2023-10-13-31
TL Number from the TL Form: 857919
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: 10/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/19/2023
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 binder from Valero (Benicia, CA)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79373
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt (Redding, CA)
DIME Test ID: 2023-10-13-31-1
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/31/2023
Date Tested: 10/25/2023
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=102psi, S2=93psi, TSR=91%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
102 psi
|
|
Average Wet Tensile Strength
|
93 psi
|
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Tensile Strength Ratio
|
0.91
|
DIME Test ID: 2023-10-13-31-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/31/2023
Date Tested: 10/23/2023
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=3.5%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.4 %
|
|
Percent Air Voids 2
|
3.5 %
|
|
Percent Air Voids 3
|
3.5 %
|
|
Average Percent Air Voids
|
3.5 %
|
DIME Test ID: 2023-10-13-31-3
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: 10/31/2023
Date Tested: 10/23/2023
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=2.420
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.422
|
|
Bulk Specific Gravity 2
|
2.419
|
|
Bulk Specific Gravity 3
|
2.421
|
|
Average Bulk Specific Gravity
|
2.421
|
DIME Test ID: 2023-10-13-31-4
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: 10/31/2023
Date Tested: 10/20/2023
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=2.508
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
|
|
Mass Determination
|
Air
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Method Performed
|
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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2554.7 grams
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Mass of container filled with the sample and water for Sample 1
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8871.2 grams
|
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Temperature of Water
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24 °F
|
|
Specific Gravity for Sample 1
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2.508
|
|
Theoretical maximum density at 25°C (77°F)
|
2500.7 kg/m^3
|
DIME Test ID: 2023-10-13-31-5
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: 10/31/2023
Date Tested: 10/20/2023
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=5.27%
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
|
|
Mass of the specimen basket assembly
|
3034 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
|
5126.6 g
|
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Mass of HMA Sample prior to ignition
|
2092.6 g
|
|
Corrected Asphalt Binder Content
|
5.28 %
|
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Mass Loss
|
123 g
|
|
Mass of aggregate remaining after ignition
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1969.6 g
|
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Correction Factor (Percent by mass of HMA Specimen)
|
0.46 %
|
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Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
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