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: 2023-12-08-48
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: 12/08/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/08/2023
The quantity of what the sample constitutes: 24 boxes of HMA, 2 quarts of binder
A brief description of the sample: 1/2" HMA-A
From where was the sample collected: Source
Laboratory sample identification: 023-104
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw
DIME Test ID: 2023-12-08-48-1
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: 01/17/2024
Date Tested: 01/17/2024
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:
|
Number of tests
|
2
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Water
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of oven-dry sample in air for Sample 1
|
1587.3 grams
|
|
Mass of sample in water for Sample 1
|
967.9 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
1597.9 grams
|
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Mass of sample in water for Sample 2
|
975 grams
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|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.563
|
|
Specific Gravity for Sample 2
|
2.565
|
|
Average Specific Gravity
|
2.564
|
|
Theoretical maximum density at 25°C (77°F)
|
2556.6 kg/m^3
|
DIME Test ID: 2023-12-08-48-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/17/2024
Date Tested: 01/17/2024
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:
|
Percent Air Voids
|
5.1 %
|
|
Percent Air Voids 2
|
4.9 %
|
|
Percent Air Voids 3
|
5 %
|
|
Average Percent Air Voids
|
5 %
|
DIME Test ID: 2023-12-08-48-3
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: 01/17/2024
Date Tested: 01/17/2024
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:
|
Bulk Specific Gravity
|
2.433
|
|
Bulk Specific Gravity 2
|
2.439
|
|
Bulk Specific Gravity 3
|
2.436
|
|
Average Bulk Specific Gravity
|
2.436
|
DIME Test ID: 2023-12-08-48-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/24/2024
Date Tested: 01/17/2024
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:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
183 psi
|
|
Average Wet Tensile Strength
|
181 psi
|
|
Tensile Strength Ratio
|
0.99
|
DIME Test ID: 2023-12-08-48-5
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: 01/17/2024
Date Tested: 01/17/2024
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?
|
Celsius
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
4199.5 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5836.3 g
|
|
Mass of HMA Sample prior to ignition
|
1636.8 g
|
|
Corrected Asphalt Binder Content
|
4.75 %
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Mass Loss
|
87.4 g
|
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Mass of aggregate remaining after ignition
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1549.4 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.37 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
|
0.22 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-12-08-48-6
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 01/17/2024
Date Tested: 01/17/2024
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:
|
Moisture Content
|
0.1 %
|
|
Percent Change
|
0.1 %
|
DIME Test ID: 2023-12-08-48-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 01/17/2024
Date Tested: 01/17/2024
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:
|
Test Temperature
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132 F
|
|
Binder High PG Grade
|
no data
|
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Binder Content TWM
|
no data
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Air Void Content
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no data
|
|
Aggregate Gradation
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no data
|
|
Type and Amount of Anti-Stripping Additive
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None
|
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Stripping Inflection Point (Wheel A)
|
>20000
|
|
Stripping Inflection Point (Wheel B)
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>20000
|
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Maximum impression at 5000 passes (left wheel)
|
2.85 mm
|
|
Maximum impression at 5000 passes (right wheel)
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1.58 mm
|
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Average impression at 5000 passes (left/right avg)
|
2.21 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
3.18 mm
|
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Maximum impression at 10000 passes (right wheel)
|
1.95 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.57 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
3.4 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
2.13 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.76 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
3.61 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
2.32 mm
|
|
Average impression at 20000 passes (left/right avg)
|
2.97 mm
|
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Average impression at 25000 passes (left/right avg)
|
no data
|
