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: 2024-10-08-114
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2024
The quantity of what the sample constitutes: 36 boxes
A brief description of the sample: JMF
From where was the sample collected: Source
Laboratory sample identification: 7001-JMF
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
DIME Test ID: 2024-10-08-114-1
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: 12/16/2024
Date Tested: 12/13/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Does not comply. Tested 3 times and all Failed the Target of 4.45%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4017.9 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6058.7 g
|
|
Mass of HMA Sample prior to ignition
|
2040.8 g
|
|
Corrected Asphalt Binder Content
|
5.24 %
|
|
Mass Loss
|
110.2 g
|
|
Mass of aggregate remaining after ignition
|
1930.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.16 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-10-08-114-2
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: 11/14/2024
Date Tested: 11/14/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies Target 2.507 Gmm Tested 2.517 Gmm
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2529.1 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8999.8 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.517
|
|
Theoretical maximum density at 25°C (77°F)
|
156.7 lb/ft^3
|
DIME Test ID: 2024-10-08-114-3
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: 11/14/2024
Date Tested: 11/14/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies Target 4.0 Air Void Tested Avg of 3 = 4.7 Air Void
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.401
|
|
Bulk Specific Gravity 2
|
2.396
|
|
Bulk Specific Gravity 3
|
2.402
|
|
Average Bulk Specific Gravity
|
2.4
|
DIME Test ID: 2024-10-08-114-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/14/2024
Date Tested: 11/14/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies Target 4.0 Air Voids Tested Avg of 3 = 3.7 Air Voids
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
4.6 %
|
|
Percent Air Voids 2
|
4.8 %
|
|
Percent Air Voids 3
|
4.6 %
|
|
Average Percent Air Voids
|
4.7 %
|
DIME Test ID: 2024-10-08-114-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/25/2024
Date Tested: 11/19/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies Target Wet>70 and Dry>100 Tensile Strength>.50
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
190 psi
|
|
Average Wet Tensile Strength
|
154 psi
|
|
Tensile Strength Ratio
|
0.81
|
DIME Test ID: 2024-10-08-114-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 11/14/2024
Date Tested: 11/14/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies Target <12.7 mm Tested an Avg of 0.92 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Test Temperature
|
113 F
|
|
Binder High PG Grade
|
58-16
|
|
Binder Content TWM
|
4.5 %
|
|
Air Void Content
|
7.1 %
|
|
Aggregate Gradation
|
19 mm
|
|
Type and Amount of Anti-Stripping Additive
|
.50 -LAS Liquid Anti Strip
|
|
Stripping Inflection Point (Wheel A)
|
>10000
|
|
Stripping Inflection Point (Wheel B)
|
>10000
|
|
Maximum impression at 5000 passes (left wheel)
|
0.78 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
0.72 mm
|
|
Average impression at 5000 passes (left/right avg)
|
0.75 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
0.95 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
0.89 mm
|
|
Average impression at 10000 passes (left/right avg)
|
0.92 mm
|
|
Average impression at 15000 passes (left/right avg)
|
no data
|
|
Average impression at 20000 passes (left/right avg)
|
no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2024-10-08-114-7
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: 11/25/2024
Date Tested: 11/19/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies - 3 Rap Burns, Saved Material for RAP T30
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3985.9 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5635 g
|
|
Mass of HMA Sample prior to ignition
|
1649.1 g
|
|
Corrected Asphalt Binder Content
|
6.51 %
|
|
Mass Loss
|
107.4 g
|
|
Mass of aggregate remaining after ignition
|
1541.7 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
