Sample Record for 2019-03-16-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212889 DEA: 073009U4 EFIS: 0714000238
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-110-R0.7/24.1
Work Description: REPLACE CONCRETE PAVEMENT, COLD PLANE AND PLACE HMA PAVEMENT.
Location Description: LOS ANGELES COUNTY IN AND NEAR LOS ANGELES AND CARSON FROM GAFFEY STREET TO 0.1 MILE SOUTH OF COLLEGE STREET OVERCROSSING
Contractor Name: All American Asphalt
Contractor Address: 400 E. 6th St., Corona, CA 92879
Resident Engineer: Thang Ton Structure Rep.: Quan Ho
Sample Information
DIME Sample ID: 2019-03-16-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/16/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/25/2019
The quantity of what the sample constitutes: 20 boxes
A brief description of the sample: 3/4" HMA-A R15 PG64-10
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt-Irwindale
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:
Test Results
Test 1 of 16
DIME Test ID: 2019-03-16-3-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
This test has been superseded on 04/08/2019.
Reason: retested
Test 2 of 16
DIME Test ID: 2019-03-16-3-2
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: 04/05/2019
Date Tested: 03/27/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity
|
2.415
|
Bulk Specific Gravity 2
|
2.405
|
Bulk Specific Gravity 3
|
2.420
|
Average Bulk Specific Gravity
|
2.413
|
Test 3 of 16
DIME Test ID: 2019-03-16-3-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
This test has been superseded on 04/08/2019.
Reason: retested
Test 4 of 16
DIME Test ID: 2019-03-16-3-4
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: 04/05/2019
Date Tested: 03/26/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
4.65 %
|
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
|
Test 5 of 16
DIME Test ID: 2019-03-16-3-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/05/2019
Date Tested: 03/28/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
245 psi
|
Average Wet Tensile Strength
|
184 psi
|
Tensile Strength Ratio
|
75
|
Test 6 of 16
DIME Test ID: 2019-03-16-3-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/05/2019
Date Tested: 03/28/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
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)
|
3.22 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
1.97 mm
|
Stripping Inflection Point (Wheel A)
|
>10000
|
Stripping Inflection Point (Wheel B)
|
>10000
|
Test 7 of 16
DIME Test ID: 2019-03-16-3-7
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: 04/05/2019
Date Tested: 03/26/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
4.65 %
|
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
|
Test 8 of 16
DIME Test ID: 2019-03-16-3-8
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: 04/05/2019
Date Tested: 03/25/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests
|
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
|
7340.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
2519.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8855.0 grams
|
Temperature of Water
|
25 °F
|
Specific Gravity for Sample 1
|
2.507
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 9 of 16
DIME Test ID: 2019-03-16-3-9
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 04/05/2019
Date Tested: 03/27/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Moisture Content
|
0.00 %
|
Percent Change
|
0 %
|
Test 10 of 16
DIME Test ID: 2019-03-16-3-10
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: 04/05/2019
Date Tested: 03/25/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
|
2.507
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 11 of 16
DIME Test ID: 2019-03-16-3-11
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
This test has been superseded on 04/08/2019.
Reason: retested
Test 12 of 16
DIME Test ID: 2019-03-16-3-12
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: 04/08/2019
Date Tested: 03/25/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
|
2.507
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 13 of 16
DIME Test ID: 2019-03-16-3-13
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/03/2019
Date Tested: 03/27/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
no data
|
Percent Air Voids 2
|
0.0
|
Percent Air Voids 3
|
0.0
|
Percent Air Voids Average
|
0.0
|
Test 14 of 16
DIME Test ID: 2019-03-16-3-14
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: 05/08/2019
Date Tested: 03/25/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
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
|
no data
|
Mass of container filled with water
|
7340.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
2519.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8855.0 grams
|
Temperature of Water
|
25 °F
|
Specific Gravity for Sample 1
|
2.507
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 15 of 16
DIME Test ID: 2019-03-16-3-15
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/08/2019
Date Tested: 03/29/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
3.7 %
|
Percent Air Voids 2
|
4.1 %
|
Percent Air Voids 3
|
3.5 %
|
Percent Air Voids Average
|
3.8 %
|
Test 16 of 16
DIME Test ID: 2019-03-16-3-16
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: 04/10/2019
Date Tested: 03/27/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests
|
3
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
|
2.507
|
Specific Gravity for Sample 2
|
2.507
|
Specific Gravity for Sample 3
|
2.507
|
Average Specific Gravity
|
2.507
|
Theoretical maximum density at 25°C (77°F)
|
no data
|