Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for storing JMF sample data
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2022-11-03-30
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Tracy
Sample Organization Contact: (209) 234-3571
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/03/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/03/2022
The quantity of what the sample constitutes: 1
A brief description of the sample: OBC
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vernalis Aggregate Source
DIME Test ID: 2022-11-03-30-1
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: 11/03/2022
Date Tested: 11/03/2022
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test: Submitted from JMF - Chris Escobar
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
no data
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
5.30 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
DIME Test ID: 2022-11-03-30-2
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: 11/03/2022
Date Tested: 11/03/2022
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test: Submitted from JMF - Chris Escobar
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity
|
2.362
|
Bulk Specific Gravity 2
|
2.364
|
Bulk Specific Gravity 3
|
2.367
|
Average Bulk Specific Gravity
|
2.364
|
DIME Test ID: 2022-11-03-30-3
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: 11/03/2022
Date Tested: 11/03/2022
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test: Submitted from JMF - Chris Escobar
Test Result Compliance:
Additional Comments When Verified:
Number of tests
|
3
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Water
|
Specific Gravity for Sample 1
|
no data
|
Specific Gravity for Sample 2
|
no data
|
Specific Gravity for Sample 3
|
no data
|
Average Specific Gravity
|
2.469
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2022-11-03-30-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/03/2022
Date Tested: 11/03/2022
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test: Submitted from JMF - Chris Escobar
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids
|
4.3 %
|
Percent Air Voids 2
|
4.3 %
|
Percent Air Voids 3
|
4.1 %
|
Percent Air Voids Average
|
4.2 %
|
DIME Test ID: 2022-11-03-30-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/03/2022
Date Tested: 11/03/2022
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test: Submitted from JMF - Chris Escobar
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
128 psi
|
Average Wet Tensile Strength
|
103 psi
|
Tensile Strength Ratio
|
81
|
DIME Test ID: 2022-11-03-30-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 11/03/2022
Date Tested: 11/03/2022
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test: Submitted from JMF - Chris Escobar
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)
|
15000
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
15000
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
17000 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
23500 mm
|
Stripping Inflection Point (Wheel A)
|
10500
|
Stripping Inflection Point (Wheel B)
|
11700
|