Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: NOR CAL PAVING TEICHERT/GRANITE
Contractor Address: 400 Sunrise Ave. Ste. #300, Roseville, CA 95661
Resident Engineer: Daniel Tecle Structure Rep.: Pha Tran
DIME Sample ID: 2020-11-19-10
TL Number from the TL Form: Unknown
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: 11/19/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/08/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA - A w/RAP (Long Life, Int)
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-006
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company -- Bradshaw Plant
DIME Test ID: 2020-11-19-10-1
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: 04/14/2021
Date Tested: 03/30/2021
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: JMF21-006. Ben Dreher
Test Result Compliance: complies
Additional Comments When Verified: JMF21-006
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
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no data
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
|
5 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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no data
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Moisture Content
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no data
|
Temperature Compensation Factor
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no data
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Test Temperature
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no data
|
DIME Test ID: 2020-11-19-10-2
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: 04/14/2021
Date Tested: 03/30/2021
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: JMF21-006.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-006. Report only.
Bulk Specific Gravity
|
2.485
|
Bulk Specific Gravity 2
|
2.476
|
Bulk Specific Gravity 3
|
2.485
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Average Bulk Specific Gravity
|
2.482
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DIME Test ID: 2020-11-19-10-3
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: 04/14/2021
Date Tested: 04/01/2021
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: JMF21-006.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-006. Report only
Number of tests
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1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
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Method Performed
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Mechanical Agitation - Method A
|
Mass of container filled with water
|
7344.9 grams
|
Mass of oven-dry sample in air for Sample 1
|
2109.7 grams
|
Mass of container filled with the sample and water for Sample 1
|
8627.7 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.551
|
Theoretical maximum density at 25°C (77°F)
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no data
|
DIME Test ID: 2020-11-19-10-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/14/2021
Date Tested: 04/02/2021
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: JMF21-006.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-008
Percent Air Voids
|
2.6 %
|
Percent Air Voids 2
|
3
|
Percent Air Voids 3
|
2.6
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Average Percent Air Voids
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2.7
|
DIME Test ID: 2020-11-19-10-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/14/2021
Date Tested: 04/06/2021
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: JMF21-006.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-006.
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
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151 psi
|
Average Wet Tensile Strength
|
119 psi
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Tensile Strength Ratio
|
0.79
|
DIME Test ID: 2020-11-19-10-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/14/2021
Date Tested: 04/06/2021
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: JMF21-006.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-006
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
15000
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
15000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
3.88 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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4.4 mm
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Stripping Inflection Point (Wheel A)
|
25000
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Stripping Inflection Point (Wheel B)
|
25000
|