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Sample Record for 2022-06-13-67

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: 2022-06-13-67
TL Number from the TL Form:
Sample Submitted By Organization: Garco Testing Laboratories
Sample Organization Contact: (209) 812-5420
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/13/2022
The quantity of what the sample constitutes: 100%
A brief description of the sample: 1/2"HMA70-10R25
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: GCC

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: 2022-06-13-67-1
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: 08/22/2022
Date Tested: 06/13/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test: Submitted from JMF - Ernesto Marroquin
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: 2022-06-13-67-2
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: 08/22/2022
Date Tested: 06/13/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test: Submitted from JMF - Ernesto Marroquin
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.443
Bulk Specific Gravity 2 2.442
Bulk Specific Gravity 3 2.452
Average Bulk Specific Gravity 2.446

Test 3 of 6

DIME Test ID: 2022-06-13-67-3
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: 08/22/2022
Date Tested: 06/13/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test: Submitted from JMF - Ernesto Marroquin
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 no data
Specific Gravity for Sample 2 no data
Specific Gravity for Sample 3 no data
Average Specific Gravity 2.543
Theoretical maximum density at 25°C (77°F) no data

Test 4 of 6

DIME Test ID: 2022-06-13-67-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/22/2022
Date Tested: 06/13/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test: Submitted from JMF - Ernesto Marroquin
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 3.9 %
Percent Air Voids 2 4.0 %
Percent Air Voids 3 3.6 %
Percent Air Voids Average 3.8 %

Test 5 of 6

DIME Test ID: 2022-06-13-67-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/22/2022
Date Tested: 06/13/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test: Submitted from JMF - Ernesto Marroquin
Test Result Compliance:
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 224 psi
Average Wet Tensile Strength 167 psi
Tensile Strength Ratio 75

Test 6 of 6

DIME Test ID: 2022-06-13-67-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 08/22/2022
Date Tested: 06/13/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test: Submitted from JMF - Ernesto Marroquin
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) 20000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 20000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 2.431 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 2.209 mm
Stripping Inflection Point (Wheel A) 46481
Stripping Inflection Point (Wheel B) 12785