Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2019-04-12-12
TL Number from the TL Form: HDQTRS Lab
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/12/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/22/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch Type A HMA (eq. PG 70-10)
From where was the sample collected: Manufacturer
Laboratory sample identification: 019-005
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Deer Creek Porterville
DIME Test ID: 2019-04-12-12-1
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: 05/22/2019
Date Tested: 04/29/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
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|
Test procedure used?
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Method B
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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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2,107.1 g
|
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Corrected Asphalt Binder Content
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5.38 %
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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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1,985.8 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.21 %
|
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Moisture Content
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0.17 %
|
|
Temperature Compensation Factor
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no data
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Test Temperature
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538 F
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DIME Test ID: 2019-04-12-12-3
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: 05/16/2019
Date Tested: 04/29/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: T-275
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.615
|
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Bulk Specific Gravity 2
|
2.608
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Bulk Specific Gravity 3
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2.607
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Average Bulk Specific Gravity
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2.610
|
DIME Test ID: 2019-04-12-12-4
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: 05/16/2019
Date Tested: 04/29/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: T-209
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
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2
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What is the unit of measurement for theoretical density?
|
US Units
|
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Mass Determination
|
Water
|
|
Method Performed
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no data
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Mass of oven-dry sample in air for Sample 1
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2548 grams
|
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Mass of sample in water for Sample 1
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1596 grams
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Mass of oven-dry sample in air for Sample 2
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2620 grams
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Mass of sample in water for Sample 2
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1640 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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2.678
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Specific Gravity for Sample 2
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2.674
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Average Specific Gravity
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2.676
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Theoretical maximum density at 25°C (77°F)
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no data
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DIME Test ID: 2019-04-12-12-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 05/16/2019
Date Tested: 04/29/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: t-327
Test Result Compliance:
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)
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20000
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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)
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20000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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4.46 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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4.79 mm
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Stripping Inflection Point (Wheel A)
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0
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Stripping Inflection Point (Wheel B)
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0
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