Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994636 DEA: 022J9604 EFIS: 0221000153
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-VAR
Work Description: PLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS.
Location Description: SISKIYOU COUNTY AT VARIOUS LOCATIONS FROM OAK STREET UNDERCROSSING TO KLAMATH RIVER BRIDGE AND SEPARATION BRIDGE NO. 02-0134R
Contractor Name: DEES BURKE ENGINEERING CONSTRUCTORS, LLC
Contractor Address: 207 W State Street, Ontario, CA 91762
Resident Engineer: Nicole Mallory Structure Rep.: Carlos Paz
DIME Sample ID: 2024-07-22-90
TL Number from the TL Form: 858052
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: 07/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/22/2024
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 with 20.8% RAP and virgin PG 58-34 M binder from Valero (Benicia, CA)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79652
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA
DIME Test ID: 2024-07-22-90-1
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: 09/09/2024
Date Tested: 07/23/2024
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=2.659
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?
|
SI Units
|
|
Mass Determination
|
Air
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|
Method Performed
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Mechanical Agitation - Method A
|
|
Mass of container filled with water
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7333 grams
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Mass of oven-dry sample in air for Sample 1
|
2546.3 grams
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Mass of container filled with the sample and water for Sample 1
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8921.8 grams
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Temperature of Water
|
25 °F
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Specific Gravity for Sample 1
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2.659
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Theoretical maximum density at 25°C (77°F)
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2651.3 kg/m^3
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DIME Test ID: 2024-07-22-90-2
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: 09/09/2024
Date Tested: 07/25/2024
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=2.593
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.587
|
|
Bulk Specific Gravity 2
|
2.594
|
|
Bulk Specific Gravity 3
|
2.597
|
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Average Bulk Specific Gravity
|
2.593
|
DIME Test ID: 2024-07-22-90-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/09/2024
Date Tested: 07/25/2024
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=2.5%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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2.7 %
|
|
Percent Air Voids 2
|
2.4 %
|
|
Percent Air Voids 3
|
2.3 %
|
|
Average Percent Air Voids
|
2.5 %
|
DIME Test ID: 2024-07-22-90-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/09/2024
Date Tested: 08/05/2024
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=135 psi, S2=135 psi, TSR=98%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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|
Average Dry Tensile Strength
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135 psi
|
|
Average Wet Tensile Strength
|
132 psi
|
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Tensile Strength Ratio
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0.98
|
DIME Test ID: 2024-07-22-90-5
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: 09/26/2024
Date Tested: 09/25/2024
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=5.14
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
|
3034.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5105.5 g
|
|
Mass of HMA Sample prior to ignition
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2071.3 g
|
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Corrected Asphalt Binder Content
|
5.14 %
|
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Mass Loss
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116.6 g
|
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Mass of aggregate remaining after ignition
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1954.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.35 %
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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 %
|
|
Test Temperature
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538 C
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