Sample Record for 2024-04-10-32
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994332 DEA: 11430444 EFIS: 1118000204
QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-8,78-Var
Work Description: REHABILITATE BRIDGES, CONCRETE BARRIERS, TERMINAL SYSTEMS, ELECTRICAL.
Location Description: IMPERIAL COUNTY AT VARIOUS LOCATIONS
Contractor Name: J. FRANCIS COMPANY
Contractor Address: 16197 Krameria Ave, Riverside, CA 92504
Resident Engineer: Karl Hartline Structure Rep.: Karl Hartline
Sample Information
DIME Sample ID: 2024-04-10-32
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/11/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: 1/2" HMA JMFR
From where was the sample collected: Source
Laboratory sample identification: 8808-JMFR
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway
Material Information
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 2
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test Results
Test 1 of 7
DIME Test ID: 2024-04-10-32-1
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: 05/21/2024
Date Tested: 04/12/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Target m 4.50% Tested 4.69%
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
|
4007.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5562.2 g
|
|
Mass of HMA Sample prior to ignition
|
1554.9 g
|
|
Corrected Asphalt Binder Content
|
4.69 %
|
|
Mass Loss
|
78.1 g
|
|
Mass of aggregate remaining after ignition
|
1476.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.33 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
Test 2 of 7
DIME Test ID: 2024-04-10-32-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
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: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 06/07/2024. The corrected test ID is: 2024-04-10-32-7
Reason: corrected
Test 3 of 7
DIME Test ID: 2024-04-10-32-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/21/2024
Date Tested: 04/12/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Target 5.0% Tested 5.6% Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
5.4 %
|
|
Percent Air Voids 2
|
5.7 %
|
|
Percent Air Voids 3
|
5.7 %
|
|
Average Percent Air Voids
|
5.6 %
|
Test 4 of 7
DIME Test ID: 2024-04-10-32-4
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: 05/21/2024
Date Tested: 04/12/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Target 5.0% Tested 5.6% COMPLIES
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.404
|
|
Bulk Specific Gravity 2
|
2.394
|
|
Bulk Specific Gravity 3
|
2.395
|
|
Average Bulk Specific Gravity
|
2.398
|
Test 5 of 7
DIME Test ID: 2024-04-10-32-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/21/2024
Date Tested: 04/19/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
182 psi
|
|
Average Wet Tensile Strength
|
141 psi
|
|
Tensile Strength Ratio
|
0.77
|
Test 6 of 7
DIME Test ID: 2024-04-10-32-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 05/21/2024
Date Tested: 04/19/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target <12.0
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
no data
|
|
Test Temperature
|
131 F
|
|
Air Void Content for specimen A-1
|
no data
|
|
Air Void Content for specimen A-2
|
no data
|
|
Air Void Content for specimen B-1
|
no data
|
|
Air Void Content for specimen B-2
|
no data
|
|
Stripping Inflection Point (Wheel A)
|
>20000
|
|
Stripping Inflection Point (Wheel B)
|
>20000
|
|
Maximum impression at 5000 passes (left wheel)
|
2.21 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
1.69 mm
|
|
Average impression at 5000 passes (left/right avg)
|
1.95 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
2.6 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
2.05 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.33 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
3.04 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
3.06 mm
|
|
Average impression at 15000 passes (left/right avg)
|
3.05 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
4.06 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
4.85 mm
|
|
Average impression at 20000 passes (left/right avg)
|
4.46 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
Test 7 of 7
DIME Test ID: 2024-04-10-32-7
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/07/2024
Date Tested: 04/12/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Target 2.528% Tested 2.540%
Diff- 0.012
The test was superseded from test ID: 2024-04-10-32-2
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
no data
|
|
Mass of container filled with water 1
|
7477.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2542.1 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
9018.4 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.54
|
|
Theoretical maximum density at 25°C (77°F)
|
158.1 lb/ft^3
|
