Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2026-08-18-9
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: 08/18/2026
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 200
A brief description of the sample: half inch HMA sample
From where was the sample collected: Source
Laboratory sample identification: -694408626
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Stonemont Solutions
DIME Test ID: 2026-08-18-9-1
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: 08/18/2026
Date Tested: 08/18/2026
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?
|
US Units
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
|
2.547
|
|
Specific Gravity for Sample 2
|
2.537
|
|
Average Specific Gravity
|
2.542
|
|
Theoretical maximum density at 25°C (77°F)
|
158.2 lb/ft^3
|
DIME Test ID: 2026-08-18-9-2
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/18/2026
Date Tested: 08/18/2026
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
|
DIME Test ID: 2026-08-18-9-3
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: 08/18/2026
Date Tested: 08/18/2026
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 %
|
DIME Test ID: 2026-08-18-9-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/18/2026
Date Tested: 08/18/2026
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)
|
12.9 mm
|
|
Average impression at 10000 passes (left/right avg)
|
13.1 mm
|
|
Average impression at 15000 passes (left/right avg)
|
13.3 mm
|
|
Average impression at 20000 passes (left/right avg)
|
no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2026-08-18-9-5
Test Method: CTM 321-0: New Test Method for Determination of Rutting Resistance Using High Temperature Indirect Tensile (HT-IDT) Strength of Asphalt Mixtures
Verified Date: 08/18/2026
Date Tested: 08/18/2026
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
|
1
|
|
Specimen Preparation method
|
Field Cores
|
|
Specimen Number
|
1
|
|
Reheat protocol used
|
CT 320 Reheat 1 hour at 135C
|
|
Condition Method
|
oven chamber
|
|
Condition temperature
|
135 C
|
|
Condition time
|
5 min
|
|
Specimen air void
|
7.1 %
|
|
Specimen thickness
|
150 mm
|
|
Specimen diameter
|
63 mm
|
|
Testing temperature
|
135 C
|
|
Loading rate
|
2 mm/min
|
|
Maximum load
|
14000 N
|
DIME Test ID: 2026-08-18-9-6
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: 08/18/2026
Date Tested: 08/18/2026
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
|
3
|
|
Specimen Preparation method
|
PMLC
|
|
Specimen Number
|
1
|
|
Specimen Number
|
2
|
|
Specimen Number
|
3
|
|
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)
|
5.8 mm
|
|
Peak load
|
8.3 kN
|
|
Absolute value of the post-peak slope
|
3 N/m
|
|
Failure energy
|
7356 Joules/m^2
|
|
Work of failure
|
58.47 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
|
6.1 mm
|
|
Peak load 2
|
5.6 kN
|
|
Absolute value of the post-peak slope 2
|
2 N/m
|
|
Failure energy 2
|
8223 Joules/m^2
|
|
Work of failure 2
|
38.05 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
|
2.9 mm
|
|
Peak load 3
|
10.3 kN
|
|
Absolute value of the post-peak slope 3
|
3 N/m
|
|
Failure energy 3
|
7231 Joules/m^2
|
|
Work of failure 3
|
34.74 Joules
|
|
Cracking tolerance index 3
|
86.8
|
DIME Test ID: 2026-08-18-9-7
Test Method: ASTM D8360-22: Standard Test Method for Determination of Rutting Tolerance Index of Asphalt Mixture Using the Ideal Rutting Test (Rutting Tolerance)
Verified Date: 08/18/2026
Date Tested: 08/18/2026
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
|
2
|
|
Specimen Preparation Method
|
PMLC
|
|
Specimen Number
|
1
|
|
Specimen Number
|
2
|
|
Reheat protocol used
|
CT 320 Reheat 1 hour at compaction temperature
|
|
Condition Method
|
Condition Chamber
|
|
Conditioning temperature
|
25 °C
|
|
Specimen Compaction Method
|
Marshall
|
|
Specimen air voids
|
7.5 %
|
|
Specimen air voids 2
|
6.9 %
|
|
Specimen thickness
|
62 m
|
|
Specimen thickness 2
|
62 m
|
|
Specimen diameter
|
150 m
|
|
Specimen diameter 2
|
150 m
|
|
Peak load
|
2.7 N
|
|
Peak load 2
|
2.5 N
|
|
Shear strength
|
817 Pa
|
|
Shear strength 2
|
766 Pa
|
|
Rutting tolerance index
|
54.1
|
|
Rutting tolerance index 2
|
50.7
|
|
Average rutting tolerance index
|
52.4
|
