Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212914 DEA: 031E0604 EFIS: 0312000068
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70-15.5/16.5
Work Description: SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location Description: NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Manoharan Selvendran Structure Rep.: Travis Christie
DIME Sample ID: 2021-04-28-29
TL Number from the TL Form: C741863
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/28/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/28/2021
The quantity of what the sample constitutes: 12 Boxes, JMF Verification
A brief description of the sample: 3/4" RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-024
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert-Hallwood Plant
DIME Test ID: 2021-04-28-29-1
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: 06/29/2021
Date Tested: 06/09/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-024.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-024
What temperature unit is used?
|
Fahrenheit
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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no data
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Mass of the specimen and specimen basket assembly prior to ignition
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no data
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Mass of HMA Sample prior to ignition
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2170.8 g
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Corrected Asphalt Binder Content
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7.40 %
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Mass Loss
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no data
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Mass of aggregate remaining after ignition
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2002.1 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.37 %
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Moisture Content
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0.00 %
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Temperature Compensation Factor
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no data
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Test Temperature
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1000.4 F
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DIME Test ID: 2021-04-28-29-2
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: 06/29/2021
Date Tested: 06/09/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-024.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-024
Number of tests
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1
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What is the unit of measurement for theoretical density?
|
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
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7345.9 grams
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Mass of oven-dry sample in air for Sample 1
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2163.8 grams
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Mass of container filled with the sample and water for Sample 1
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8649.0 grams
|
Temperature of Water
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77 °F
|
Specific Gravity for Sample 1
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2.514
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Theoretical maximum density at 25°C (77°F)
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no data
|
DIME Test ID: 2021-04-28-29-3
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: 06/29/2021
Date Tested: 06/10/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-024.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-024
Bulk Specific Gravity
|
2.421
|
Bulk Specific Gravity 2
|
2.422
|
Bulk Specific Gravity 3
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2.427
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Average Bulk Specific Gravity
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2.423
|
DIME Test ID: 2021-04-28-29-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/29/2021
Date Tested: 06/11/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-024
Test Result Compliance: complies
Additional Comments When Verified: JMF21-024
Percent Air Voids
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3.7 %
|
Percent Air Voids 2
|
3.6
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Percent Air Voids 3
|
3.5
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Percent Air Voids Average
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3.6
|
DIME Test ID: 2021-04-28-29-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/29/2021
Date Tested: 06/11/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-024. Jeff Herbert
Test Result Compliance: complies
Additional Comments When Verified: JMF21-024.
Unit system used?
|
SI Units
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Average Dry Tensile Strength
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137 psi
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Average Wet Tensile Strength
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110 psi
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Tensile Strength Ratio
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0.8
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DIME Test ID: 2021-04-28-29-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 06/29/2021
Date Tested: 06/11/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-024.
Test Result Compliance: complies
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
25000
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
25000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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5.4 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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7.17 mm
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Stripping Inflection Point (Wheel A)
|
25000
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Stripping Inflection Point (Wheel B)
|
15614
|