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: 2023-05-09-101
TL Number from the TL Form:
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: 05/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/23/2023
The quantity of what the sample constitutes: 24 Boxes HMA, 4 Qts Binder
A brief description of the sample: 1/2" HMA-A
From where was the sample collected: Source
Laboratory sample identification: 023-023
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM-Avenal
DIME Test ID: 2023-05-09-101-1
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: 06/05/2023
Date Tested: 06/05/2023
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: not applicable
Additional Comments When Verified:
|
Number of tests
|
2
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|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Water
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|
Method Performed
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no data
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|
Mass of oven-dry sample in air for Sample 1
|
1709.3 grams
|
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Mass of sample in water for Sample 1
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1014.2 grams
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|
Mass of oven-dry sample in air for Sample 2
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1724.9 grams
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Mass of sample in water for Sample 2
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1023.4 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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2.459
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Specific Gravity for Sample 2
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2.459
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Average Specific Gravity
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2.459
|
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Theoretical maximum density at 25°C (77°F)
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2451.9 kg/m^3
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DIME Test ID: 2023-05-09-101-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/05/2023
Date Tested: 06/05/2023
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: complies
Additional Comments When Verified:
|
Percent Air Voids
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4.2 %
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|
Percent Air Voids 2
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4.0 %
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|
Percent Air Voids 3
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3.9 %
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|
Percent Air Voids Average
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4.0 %
|
DIME Test ID: 2023-05-09-101-3
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: 06/05/2023
Date Tested: 06/05/2023
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: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.355
|
|
Bulk Specific Gravity 2
|
2.361
|
|
Bulk Specific Gravity 3
|
2.362
|
|
Average Bulk Specific Gravity
|
2.359
|
DIME Test ID: 2023-05-09-101-5
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: 06/05/2023
Date Tested: 06/05/2023
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: complies
Additional Comments When Verified:
|
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 HMA Sample prior to ignition
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1706.2 g
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Corrected Asphalt Binder Content
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5.28 %
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Mass Loss
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114.6 g
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|
Correction Factor (Percent by mass of HMA Specimen)
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1.23 %
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Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
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0.21 %
|
|
Test Temperature
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538 C
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DIME Test ID: 2023-05-09-101-6
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 06/05/2023
Date Tested: 06/05/2023
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: complies
Additional Comments When Verified:
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Moisture Content
|
0.20 %
|
|
Percent Change
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0.2 %
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DIME Test ID: 2023-05-09-101-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/05/2023
Date Tested: 06/05/2023
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: complies
Additional Comments When Verified:
|
Average impression at 5000 passes (left/right avg)
|
3.37 mm
|
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Average impression at 10000 passes (left/right avg)
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4.9 mm
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Average impression at 15000 passes (left/right avg)
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5.97 mm
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Average impression at 20000 passes (left/right avg)
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no data
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Average impression at 25000 passes (left/right avg)
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no data
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