Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 99999 DEA: 0322222
QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Alexis Corona Structure Rep.: Unknown
DIME Sample ID: 2026-09-22-5
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: 09/22/2026
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: 440576256
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Stonemont Solutions
DIME Test ID: 2026-09-22-5-1
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/22/2026
Date Tested: 09/22/2026
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:
|
Is an aggregate correction factor used?
|
No
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
94 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
84 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
80 %
|
|
Cumulative percent passing the #4 sieve
|
56 %
|
|
Cumulative percent passing the #8 sieve
|
42 %
|
|
Cumulative percent passing the #16 sieve
|
40 %
|
|
Cumulative percent passing the #30 sieve
|
16 %
|
|
Cumulative percent passing the #50 sieve
|
14 %
|
|
Cumulative percent passing the #100 sieve
|
10 %
|
|
Cumulative percent passing the #200 sieve
|
4 %
|
DIME Test ID: 2026-09-22-5-2
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: 09/22/2026
Date Tested: 09/22/2026
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
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Specific Gravity for Sample 1
|
2.5
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Specific Gravity for Sample 2
|
2.5
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Average Specific Gravity
|
2.5
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Theoretical maximum density at 25°C (77°F)
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155.6 lb/ft^3
|
DIME Test ID: 2026-09-22-5-3
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/22/2026
Date Tested: 09/22/2026
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
|
152026 psi
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|
Average Wet Tensile Strength
|
144684 psi
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Tensile Strength Ratio
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96.9
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DIME Test ID: 2026-09-22-5-4
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: 09/22/2026
Date Tested: 09/22/2026
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
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|
Mass of HMA Sample prior to ignition
|
1468 g
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|
Corrected Asphalt Binder Content
|
4.8 %
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Mass Loss
|
91.6 g
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|
Correction Factor (Percent by mass of HMA Specimen)
|
0.35 %
|
|
Moisture Content
|
0.5 %
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|
Temperature Compensation Factor
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0.61 %
|
DIME Test ID: 2026-09-22-5-5
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/22/2026
Date Tested: 09/22/2026
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
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|
Average impression at 5000 passes (left/right avg)
|
12.9 mm
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|
Average impression at 10000 passes (left/right avg)
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13.1 mm
|
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Average impression at 15000 passes (left/right avg)
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13.3 mm
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Average impression at 20000 passes (left/right avg)
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no data
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|
Average impression at 25000 passes (left/right avg)
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no data
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DIME Test ID: 2026-09-22-5-6
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: 09/22/2026
Date Tested: 09/22/2026
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
|
Field Cores
|
|
Specimen Number
|
1
|
|
Specimen Number
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2
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|
Specimen Number
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3
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|
Reheat protocol used
|
CT 320 Reheat 2 hours at 135C
|
|
Condition Method
|
water bath
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|
Condition temperature
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135 C
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|
Condition time
|
5 min
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Specimen air void
|
7.1 %
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|
Specimen thickness
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150 mm
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Specimen diameter
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63 mm
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Testing temperature
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63 C
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Loading rate
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2 mm/min
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Maximum load
|
14000 N
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Specimen air void 2
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6.4 %
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|
Specimen thickness 2
|
150 mm
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Specimen diameter 2
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63 mm
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Testing temperature 2
|
64 C
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|
Loading rate 2
|
2 mm/min
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|
Maximum load 2
|
13750.0 N
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|
Indirect tensile strength 2
|
0.9 kPa
|
|
Specimen air void 3
|
7.3 %
|
|
Specimen thickness 3
|
150 mm
|
|
Specimen diameter 3
|
63 mm
|
|
Testing temperature 3
|
64 C
|
|
Loading rate 3
|
2 mm/min
|
|
Maximum load 3
|
13500.0 N
|
|
Indirect tensile strength 3
|
0.9 kPa
|
|
Average Indirect tensile strength
|
0.9 kPa
|
DIME Test ID: 2026-09-22-5-7
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: 09/22/2026
Date Tested: 09/22/2026
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
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|
Reheat protocol used
|
None
|
|
Mid term aging protocol
|
CT 320 20 hours at 100C
|
|
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
|
12.8 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
|
12.8 kN
|
|
Absolute value of the post-peak slope 2
|
2 N/m
|
|
Failure energy 2
|
8223 Joules/m^2
|
|
Work of failure 2
|
79.8 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
|
11.4 kN
|
|
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
|
12 kN
|
|
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
|
DIME Test ID: 2026-09-22-5-8
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: 09/22/2026
Date Tested: 09/22/2026
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
|
CT 320 Reheat 2 hours at compaction temperature
|
|
Condition Method
|
Condition Chamber
|
|
Conditioning temperature
|
25 °C
|
|
Specimen Compaction Method
|
SGC
|
|
Specimen air voids
|
7.3 %
|
|
Specimen air voids 2
|
6.8 %
|
|
Specimen air voids 3
|
7.2 %
|
|
Specimen thickness
|
62 m
|
|
Specimen thickness 2
|
62 m
|
|
Specimen thickness 3
|
62 m
|
|
Specimen diameter
|
150 m
|
|
Specimen diameter 2
|
150 m
|
|
Specimen diameter 3
|
150 m
|
|
Peak load
|
0.9 N
|
|
Peak load 2
|
0.9 N
|
|
Peak load 3
|
2.7 N
|
|
Shear strength
|
282 Pa
|
|
Shear strength 2
|
282 Pa
|
|
Shear strength 3
|
817 Pa
|
|
Rutting tolerance index
|
18.7
|
|
Rutting tolerance index 2
|
18.7
|
|
Rutting tolerance index 3
|
54.1
|
|
Average rutting tolerance index
|
30.5
|
