Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212498 DEA: 021H5204 EFIS: 0217000009
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3,263-48.5/49.7 - 49.41
Work Description: Roadway Rehabilitation
Location Description: 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41
Contractor Name: Myers-Shea JV
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Austin Henry Structure Rep.: Nicolas Jimenez
DIME Sample ID: 2024-09-18-90
TL Number from the TL Form: 851382
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: 09/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2024
The quantity of what the sample constitutes: 16 boxes
A brief description of the sample: 3/4" HMA-A w/23.6% RAP PG 58-34M Valero
From where was the sample collected: Manufacturer
Laboratory sample identification: D79718
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA
DIME Test ID: 2024-09-18-90-1
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: 10/07/2024
Date Tested: 09/19/2024
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=2.550
Test Result Compliance: not applicable
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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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
|
7332.3 grams
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Mass of oven-dry sample in air for Sample 1
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2557.8 grams
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Mass of container filled with the sample and water for Sample 1
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8886.9 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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2.55
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Theoretical maximum density at 25°C (77°F)
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2542.6 kg/m^3
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DIME Test ID: 2024-09-18-90-2
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: 10/07/2024
Date Tested: 09/19/2024
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=2.437
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.438
|
|
Bulk Specific Gravity 2
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2.433
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Bulk Specific Gravity 3
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2.439
|
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Average Bulk Specific Gravity
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2.437
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DIME Test ID: 2024-09-18-90-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/07/2024
Date Tested: 09/19/2024
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=4.5%
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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4.4 %
|
|
Percent Air Voids 2
|
4.6 %
|
|
Percent Air Voids 3
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4.4 %
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Average Percent Air Voids
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4.5 %
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DIME Test ID: 2024-09-18-90-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/07/2024
Date Tested: 10/03/2024
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=110 psi, S2=132 psi, TSR=83%
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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132 psi
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Average Wet Tensile Strength
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109 psi
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Tensile Strength Ratio
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0.83
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DIME Test ID: 2024-09-18-90-5
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: 10/07/2024
Date Tested: 09/27/2024
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=4.85%
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
|
3112.4 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5210.9 g
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Mass of HMA Sample prior to ignition
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2098.5 g
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Corrected Asphalt Binder Content
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4.85 %
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Mass Loss
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111.7 g
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Mass of aggregate remaining after ignition
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1986.8 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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0.12 %
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Test Temperature
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538 C
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