Sample Record for 2024-06-07-29
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994946 DEA: 081M5804 EFIS: 0821000143
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10,15,74-var
Work Description: FURNISH POLYESTER CONC OVERLAY, PLACE POLYESTER CONC OVERLAY AND HMA.
Location Description: RIVERSIDE COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1301 West 23rd Street, Tempe, AZ 85282
Resident Engineer: Khoi Vu Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-06-07-29
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: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2024
The quantity of what the sample constitutes: 24 boxes of HMA, 2 Bags of cold feed, 1 QT of LAS, 2 QTS of Binder PG58-16, 1 bag of RAP
A brief description of the sample: 3/4 HMA A
From where was the sample collected: Manufacturer
Laboratory sample identification: 0285A-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 53417105
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test Results
Test 1 of 11
DIME Test ID: 2024-06-07-29-1
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 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This test has been superseded on 07/08/2024. The corrected test ID is: 2024-06-07-29-4
Reason: retested
Test 2 of 11
DIME Test ID: 2024-06-07-29-2
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 07/08/2024. The corrected test ID is: 2024-06-07-29-5
Reason: retested
Test 3 of 11
DIME Test ID: 2024-06-07-29-3
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)
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 07/08/2024. The corrected test ID is: 2024-06-07-29-7
Reason: corrected
Test 4 of 11
DIME Test ID: 2024-06-07-29-4
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 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 07/08/2024. The corrected test ID is: 2024-06-07-29-6
Reason: corrected
Test 5 of 11
DIME Test ID: 2024-06-07-29-5
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 07/08/2024. The corrected test ID is: 2024-06-07-29-8
Reason: corrected
Test 6 of 11
DIME Test ID: 2024-06-07-29-6
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: 07/08/2024
Date Tested: 06/11/2024
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: (909) 829-3029
General Comments for this Test:
The test was superseded from test ID: 2024-06-07-29-4
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of Samples
|
1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7351.7 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2563.2 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8865.4 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.442
|
|
Theoretical maximum density at 25°C (77°F)
|
2435 kg/m^3
|
Test 7 of 11
DIME Test ID: 2024-06-07-29-7
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: 07/08/2024
Date Tested: 06/12/2024
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: (909) 829-3029
General Comments for this Test:
The test was superseded from test ID: 2024-06-07-29-3
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.374
|
|
Bulk Specific Gravity 2
|
2.376
|
|
Bulk Specific Gravity 3
|
2.372
|
|
Average Bulk Specific Gravity
|
2.374
|
Test 8 of 11
DIME Test ID: 2024-06-07-29-8
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/08/2024
Date Tested: 06/12/2024
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: (909) 829-3029
General Comments for this Test:
The test was superseded from test ID: 2024-06-07-29-5
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
2.8 %
|
|
Percent Air Voids 2
|
2.7 %
|
|
Percent Air Voids 3
|
2.8 %
|
|
Average Percent Air Voids
|
2.8 %
|
Test 9 of 11
DIME Test ID: 2024-06-07-29-9
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: 07/08/2024
Date Tested: 06/11/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
|
2115 g
|
|
Corrected Asphalt Binder Content
|
5.05 %
|
|
Mass Loss
|
133.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.19 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.07 %
|
|
Test Temperature
|
538 C
|
Test 10 of 11
DIME Test ID: 2024-06-07-29-10
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/09/2024
Date Tested: 06/14/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
130.1 psi
|
|
Average Wet Tensile Strength
|
114.1 psi
|
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Tensile Strength Ratio
|
87.7
|
Test 11 of 11
DIME Test ID: 2024-06-07-29-11
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 07/09/2024
Date Tested: 06/07/2024
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: (909) 829-3029
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)
|
2.62 mm
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
2.73 mm
|
|
Stripping Inflection Point (Wheel A)
|
25000
|
|
Stripping Inflection Point (Wheel B)
|
25000
|
