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Sample Record for 2024-03-28-8

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2024-03-28-8
TL Number from the TL Form:
Sample Submitted By Organization: Teichert Materials - Sacramento
Sample Organization Contact: (916) 386-6974
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/28/2024
The quantity of what the sample constitutes: Production
A brief description of the sample: 1/2" HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Grantline

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-03-28-8-1
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: 03/28/2024
Date Tested: 03/28/2024
Submitted By Organization: Teichert Materials - Sacramento
Organization Address: 3500 American River Drive,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95864
Organization Email: egifford@teichert.com
Organization Phone: (916) 386-6974
General Comments for this Test: Submitted from JMF - Eric Gifford
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 5.20 %
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 2 of 6

DIME Test ID: 2024-03-28-8-2
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: 03/28/2024
Date Tested: 03/28/2024
Submitted By Organization: Teichert Materials - Sacramento
Organization Address: 3500 American River Drive,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95864
Organization Email: egifford@teichert.com
Organization Phone: (916) 386-6974
General Comments for this Test: Submitted from JMF - Eric Gifford
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.415
Bulk Specific Gravity 2 2.411
Bulk Specific Gravity 3 2.413
Average Bulk Specific Gravity 2.413

Test 3 of 6

DIME Test ID: 2024-03-28-8-3
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: 03/28/2024
Date Tested: 03/28/2024
Submitted By Organization: Teichert Materials - Sacramento
Organization Address: 3500 American River Drive,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95864
Organization Email: egifford@teichert.com
Organization Phone: (916) 386-6974
General Comments for this Test: Submitted from JMF - Eric Gifford
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 2.515
Specific Gravity for Sample 2 no data
Specific Gravity for Sample 3 no data
Average Specific Gravity 2.515
Theoretical maximum density at 25°C (77°F) no data

Test 4 of 6

DIME Test ID: 2024-03-28-8-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/28/2024
Date Tested: 03/28/2024
Submitted By Organization: Teichert Materials - Sacramento
Organization Address: 3500 American River Drive,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95864
Organization Email: egifford@teichert.com
Organization Phone: (916) 386-6974
General Comments for this Test: Submitted from JMF - Eric Gifford
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 4.0 %
Percent Air Voids 2 4.1 %
Percent Air Voids 3 4.1 %
Percent Air Voids Average 4.1 %

Test 5 of 6

DIME Test ID: 2024-03-28-8-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/28/2024
Date Tested: 03/28/2024
Submitted By Organization: Teichert Materials - Sacramento
Organization Address: 3500 American River Drive,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95864
Organization Email: egifford@teichert.com
Organization Phone: (916) 386-6974
General Comments for this Test: Submitted from JMF - Eric Gifford
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Average Dry Tensile Strength 133 psi
Average Wet Tensile Strength 112 psi
Tensile Strength Ratio 84

Test 6 of 6

DIME Test ID: 2024-03-28-8-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 03/28/2024
Date Tested: 03/28/2024
Submitted By Organization: Teichert Materials - Sacramento
Organization Address: 3500 American River Drive,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95864
Organization Email: egifford@teichert.com
Organization Phone: (916) 386-6974
General Comments for this Test: Submitted from JMF - Eric Gifford
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) 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 6.04 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 7.18 mm
Stripping Inflection Point (Wheel A) 25000
Stripping Inflection Point (Wheel B) 25000