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Sample Record for 2026-07-06-96

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

Project Information

DEA: No Project QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-07-06-96
TL Number from the TL Form:
Sample Submitted By Organization: Stonemont Solutions, Incorporated
Sample Organization Contact: (970) 674-1148
Type of Sample: Informational
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/12/2026
The quantity of what the sample constitutes: 150
A brief description of the sample: half inch HMA sample
From where was the sample collected: Source
Laboratory sample identification: 1360000571
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Stonemont Solutions

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: E78AC4578
Binder content (%): 3.1
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%): 14
WMA Additives:
Antistrip type:
Test results on following page(s): 5

Test Results

Test

DIME Test ID: 2026-07-06-96-1
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: 08/12/2026
Date Tested: 07/06/2026
Submitted By Organization: Stonemont Solutions, Incorporated
Organization Address: 128 North 6th Street, Suite A,
Organization City: Windsor
Organization State: CO
Organization Zipcode: 80550
Organization Email: jbeal@stonemont.com
Organization Phone: (970) 674-1148
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 2
What is the unit of measurement for theoretical density? no data
Mass Determination Air
Specific Gravity for Sample 1 2.547
Specific Gravity for Sample 2 2.537
Average Specific Gravity 2.542

Test

DIME Test ID: 2026-07-06-96-2
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/12/2026
Date Tested: 07/06/2026
Submitted By Organization: Stonemont Solutions, Incorporated
Organization Address: 128 North 6th Street, Suite A,
Organization City: Windsor
Organization State: CO
Organization Zipcode: 80550
Organization Email: jbeal@stonemont.com
Organization Phone: (970) 674-1148
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 289162 psi
Average Wet Tensile Strength 173931 psi
Tensile Strength Ratio 60.2

Test

DIME Test ID: 2026-07-06-96-3
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: 08/12/2026
Date Tested: 07/06/2026
Submitted By Organization: Stonemont Solutions, Incorporated
Organization Address: 128 North 6th Street, Suite A,
Organization City: Windsor
Organization State: CO
Organization Zipcode: 80550
Organization Email: jbeal@stonemont.com
Organization Phone: (970) 674-1148
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Celcius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1468 g
Corrected Asphalt Binder Content 5 %
Mass Loss 91.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.25 %
Moisture Content 0.5 %
Temperature Compensation Factor 0.51 %

Test

DIME Test ID: 2026-07-06-96-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/12/2026
Date Tested: 07/06/2026
Submitted By Organization: Stonemont Solutions, Incorporated
Organization Address: 128 North 6th Street, Suite A,
Organization City: Windsor
Organization State: CO
Organization Zipcode: 80550
Organization Email: jbeal@stonemont.com
Organization Phone: (970) 674-1148
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Specimen Preparation Method Field Cores
Average impression at 5000 passes (left/right avg) 11.9 mm
Average impression at 10000 passes (left/right avg) 12.1 mm
Average impression at 15000 passes (left/right avg) no data
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test

DIME Test ID: 2026-07-06-96-5
Test Method: ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate Temperature
Verified Date: 08/12/2026
Date Tested: 07/06/2026
Submitted By Organization: Stonemont Solutions, Incorporated
Organization Address: 128 North 6th Street, Suite A,
Organization City: Windsor
Organization State: CO
Organization Zipcode: 80550
Organization Email: jbeal@stonemont.com
Organization Phone: (970) 674-1148
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of specimens 4
Specimen Preparation method PMLC
Specimen Number 1
Specimen Number 2
Specimen Number 3
Specimen Number 4
Reheat protocol used None
Mid term aging protocol None
Test temperature 25 C
Condition method Water Bath
Specimen air voids 7.1 %
Specimen thickness 62 mm
Specimen diameter 150 mm
Displacement (l75) 4.9 mm
Peak load 12.2 kN
Absolute value of the post-peak slope -3 N/m
Failure energy 7355 Joules/m^2
Work of failure 68.4 Joules
Cracking tolerance index 73.8
Specimen air voids 2 6.3 %
Specimen thickness 2 62.2 mm
Specimen diameter 2 150 mm
Displacement 2 5.6 mm
Peak load 2 no data
Absolute value of the post-peak slope 2 -2 N/m
Failure energy 2 8223 Joules/m^2
Work of failure 2 76.8 Joules
Cracking tolerance index 2 113
Specimen air voids 3 7.4 %
Specimen thickness 3 62.1 mm
Specimen diameter 3 150 mm
Displacement 3 6.7 mm
Peak load 3 no data
Absolute value of the post-peak slope 3 -3 N/m
Failure energy 3 7231 Joules/m^2
Work of failure 3 67.4 Joules
Cracking tolerance index 3 86.8
Specimen air voids 4 6.8 %
Specimen thickness 4 62.2 mm
Specimen diameter 4 150 mm
Displacement 4 6.1 mm
Peak load 4 no data
Absolute value of the post-peak slope 4 -3 N/m
Failure energy 4 7456 Joules/m^2
Work of failure 4 68.5 Joules
Cracking tolerance index 4 95.2