Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66665 DEA: BMD EFIS: BMD
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Balanced Mix Design (BMD) data for hot mix asphalt. UCPRC is collecting BMD data from the test track built for accelerated pavement testing
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-11-05-91
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Informational
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/08/2024
The quantity of what the sample constitutes: 48 Boxes
A brief description of the sample: BMD TT3- 0.75 SP +2.5% Rej. Surface 25% RAP 58-22
From where was the sample collected: Source
Laboratory sample identification: 025-002
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Clements
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: TT4
Binder content (%): 4.6
Virgin binder PG: PG 64-16
Design binder PG: PG 58-22
Binder Supplier: Valero Benicia
RAP content (%): 25
WMA Additives: No
Antistrip type: N/A
DIME Test ID: 2024-11-05-91-1
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: 06/16/2026
Date Tested: 10/22/2025
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Unaged Material
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
|
2
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Water
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of oven-dry sample in air for Sample 1
|
2642.7 grams
|
|
Mass of sample in water for Sample 1
|
1627.3 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
2640.2 grams
|
|
Mass of sample in water for Sample 2
|
1628.1 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.603
|
|
Specific Gravity for Sample 2
|
2.609
|
|
Average Specific Gravity
|
2.606
|
|
Theoretical maximum density at 25°C (77°F)
|
162.2 lb/ft^3
|
DIME Test ID: 2024-11-05-91-2
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: 06/16/2026
Date Tested: 04/10/2026
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of specimens
|
5
|
|
Specimen Preparation method
|
PMLC
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Reheat protocol used
|
None
|
|
Mid term aging protocol
|
None
|
|
Test temperature
|
25 C
|
|
Condition method
|
Condition Chamber
|
|
Specimen air voids
|
6.6 %
|
|
Specimen thickness
|
62 mm
|
|
Specimen diameter
|
150 mm
|
|
Displacement
|
67.1 mm
|
|
Peak load
|
13.9 kN
|
|
Absolute value of the post-peak slope
|
2730759 N/m
|
|
Failure energy
|
8331 Joules/m^2
|
|
Work of failure
|
77.5 Joules
|
|
Cracking tolerance index
|
91.6
|
|
Specimen air voids 2
|
7.4 %
|
|
Specimen thickness 2
|
62 mm
|
|
Specimen diameter 2
|
150 mm
|
|
Displacement 2
|
67.3 mm
|
|
Peak load 2
|
14.7 kN
|
|
Absolute value of the post-peak slope 2
|
3270799 N/m
|
|
Failure energy 2
|
8502 Joules/m^2
|
|
Work of failure 2
|
79.1 Joules
|
|
Cracking tolerance index 2
|
77
|
|
Specimen air voids 3
|
7.2 %
|
|
Specimen thickness 3
|
62 mm
|
|
Specimen diameter 3
|
150 mm
|
|
Displacement 3
|
65.9 mm
|
|
Peak load 3
|
14.5 kN
|
|
Absolute value of the post-peak slope 3
|
2627081 N/m
|
|
Failure energy 3
|
8841 Joules/m^2
|
|
Work of failure 3
|
82.2 Joules
|
|
Cracking tolerance index 3
|
105.5
|
|
Specimen air voids 4
|
6.9 %
|
|
Specimen thickness 4
|
62 mm
|
|
Specimen diameter 4
|
150 mm
|
|
Displacement 4
|
65.6 mm
|
|
Peak load 4
|
16.2 kN
|
|
Absolute value of the post-peak slope 4
|
3798948 N/m
|
|
Failure energy 4
|
8936 Joules/m^2
|
|
Work of failure 4
|
83.1 Joules
|
|
Cracking tolerance index 4
|
70
|
|
Specimen air voids 5
|
6.5 %
|
|
Specimen thickness 5
|
62 mm
|
|
Specimen diameter 5
|
150 mm
|
|
Displacement 5
|
65.8 mm
|
|
Peak load 5
|
17.4 kN
|
|
Absolute value of the post-peak slope 5
|
4199839 N/m
|
|
Failure energy 5
|
8854 Joules/m^2
|
|
Work of failure 5
|
82.3 Joules
|
|
Cracking tolerance index 5
|
58.1
|
DIME Test ID: 2024-11-05-91-3
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: 06/16/2026
Date Tested: 04/10/2026
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of specimens
|
5
|
|
Specimen Preparation method
|
PMLC
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Reheat protocol used
|
None
|
|
Condition Method
|
water bath
|
|
Condition temperature
|
50 C
|
|
Condition time
|
120 min
|
|
Specimen air void
|
6.7 %
|
|
Specimen thickness
|
62 mm
|
|
Specimen diameter
|
150 mm
|
|
Testing temperature
|
50 C
|
|
Loading rate
|
50 mm/min
|
|
Maximum load
|
3856.6 N
|
|
Specimen air void 2
|
6.9 %
|
|
Specimen thickness 2
|
62 mm
|
|
Specimen diameter 2
|
150 mm
|
|
Testing temperature 2
|
50 C
|
|
Loading rate 2
|
50 mm/min
|
|
Maximum load 2
|
3331.7 N
|
|
Indirect tensile strength 2
|
228.1 kPa
|
|
Specimen air void 3
|
6.6 %
|
|
Specimen thickness 3
|
62 mm
|
|
Specimen diameter 3
|
150 mm
|
|
Testing temperature 3
|
50 C
|
|
Loading rate 3
|
50 mm/min
|
|
Maximum load 3
|
3394.0 N
|
|
Indirect tensile strength 3
|
232.3 kPa
|
|
Specimen air void 4
|
6.8 %
|
|
Specimen thickness 4
|
62 mm
|
|
Specimen diameter 4
|
150 mm
|
|
Testing temperature 4
|
50 C
|
|
Loading rate 4
|
50 mm/min
|
|
Maximum load 4
|
3460.7 N
|
|
Indirect tensile strength 4
|
236.9 kPa
|
|
Specimen air void 5
|
7.3 %
|
|
Specimen thickness 5
|
62 mm
|
|
Specimen diameter 5
|
150 mm
|
|
Testing temperature 5
|
50 C
|
|
Loading rate 5
|
50 mm/min
|
|
Maximum load 5
|
3020.3 N
|
|
Indirect tensile strength 5
|
206.8 kPa
|
|
Average Indirect tensile strength
|
233.6 kPa
|
DIME Test ID: 2024-11-05-91-4
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: 06/16/2026
Date Tested: 04/10/2026
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of specimens
|
5
|
|
Specimen Preparation Method
|
PMLC
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Reheat protocol used
|
None
|
|
Condition Method
|
Water Bath
|
|
Conditioning temperature
|
50 °C
|
|
Specimen Compaction Method
|
SGC
|
|
Specimen air voids
|
7.4 %
|
|
Specimen air voids 2
|
6.7 %
|
|
Specimen air voids 3
|
6.8 %
|
|
Specimen air voids 4
|
6.5 %
|
|
Specimen air voids 5
|
7.1 %
|
|
Specimen thickness
|
0.062 m
|
|
Specimen thickness 2
|
0.062 m
|
|
Specimen thickness 3
|
0.062 m
|
|
Specimen thickness 4
|
0.062 m
|
|
Specimen thickness 5
|
0.062 m
|
|
Specimen diameter
|
0.15 m
|
|
Specimen diameter 2
|
0.15 m
|
|
Specimen diameter 3
|
0.15 m
|
|
Specimen diameter 4
|
0.15 m
|
|
Specimen diameter 5
|
0.15 m
|
|
Peak load
|
4612.8 N
|
|
Peak load 2
|
4893 N
|
|
Peak load 3
|
5564.7 N
|
|
Peak load 4
|
6401 N
|
|
Peak load 5
|
5435.7 N
|
|
Shear strength
|
1386723 Pa
|
|
Shear strength 2
|
1470958 Pa
|
|
Shear strength 3
|
1672887 Pa
|
|
Shear strength 4
|
1924300 Pa
|
|
Shear strength 5
|
1634107 Pa
|
|
Rutting tolerance index
|
91.8
|
|
Rutting tolerance index 2
|
97.3
|
|
Rutting tolerance index 3
|
110.7
|
|
Rutting tolerance index 4
|
127.4
|
|
Rutting tolerance index 5
|
108.1
|
|
Average rutting tolerance index
|
107.1
|
DIME Test ID: 2024-11-05-91-5
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: 06/16/2026
Date Tested: 11/27/2025
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Material was MTOA Aged
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
|
2
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Water
|
|
Specific Gravity for Sample 1
|
2.609
|
|
Specific Gravity for Sample 2
|
2.616
|
|
Average Specific Gravity
|
2.613
|
|
Theoretical maximum density at 25°C (77°F)
|
162.6 lb/ft^3
|
DIME Test ID: 2024-11-05-91-6
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: 06/16/2026
Date Tested: 04/20/2026
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of specimens
|
5
|
|
Specimen Preparation method
|
PMLC
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Reheat protocol used
|
CT 320 Reheat 2 hours at compaction temperature
|
|
Mid term aging protocol
|
CT 320 20 hours at 100C
|
|
Test temperature
|
25 C
|
|
Condition method
|
Condition Chamber
|
|
Specimen air voids
|
7.2 %
|
|
Specimen thickness
|
62 mm
|
|
Specimen diameter
|
150 mm
|
|
Displacement
|
64.9 mm
|
|
Peak load
|
19.4 kN
|
|
Absolute value of the post-peak slope
|
5699847 N/m
|
|
Failure energy
|
9653 Joules/m^2
|
|
Work of failure
|
89.8 Joules
|
|
Cracking tolerance index
|
44.7
|
|
Specimen air voids 2
|
6.9 %
|
|
Specimen thickness 2
|
62 mm
|
|
Specimen diameter 2
|
150 mm
|
|
Displacement 2
|
59.6 mm
|
|
Peak load 2
|
20.1 kN
|
|
Absolute value of the post-peak slope 2
|
5422835 N/m
|
|
Failure energy 2
|
8983 Joules/m^2
|
|
Work of failure 2
|
83.5 Joules
|
|
Cracking tolerance index 2
|
41.1
|
|
Specimen air voids 3
|
6.5 %
|
|
Specimen thickness 3
|
62 mm
|
|
Specimen diameter 3
|
150 mm
|
|
Displacement 3
|
60.4 mm
|
|
Peak load 3
|
20.9 kN
|
|
Absolute value of the post-peak slope 3
|
5388202 N/m
|
|
Failure energy 3
|
10068 Joules/m^2
|
|
Work of failure 3
|
93.6 Joules
|
|
Cracking tolerance index 3
|
46.7
|
|
Specimen air voids 4
|
6.7 %
|
|
Specimen thickness 4
|
62 mm
|
|
Specimen diameter 4
|
150 mm
|
|
Displacement 4
|
58.3 mm
|
|
Peak load 4
|
21.3 kN
|
|
Absolute value of the post-peak slope 4
|
6003221 N/m
|
|
Failure energy 4
|
9638 Joules/m^2
|
|
Work of failure 4
|
89.6 Joules
|
|
Cracking tolerance index 4
|
38
|
|
Specimen air voids 5
|
6.8 %
|
|
Specimen thickness 5
|
62 mm
|
|
Specimen diameter 5
|
150 mm
|
|
Displacement 5
|
54.8 mm
|
|
Peak load 5
|
22 kN
|
|
Absolute value of the post-peak slope 5
|
5828406 N/m
|
|
Failure energy 5
|
9980 Joules/m^2
|
|
Work of failure 5
|
92.8 Joules
|
|
Cracking tolerance index 5
|
39.2
|
DIME Test ID: 2024-11-05-91-8
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/16/2026
Date Tested: 05/11/2026
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
6.9 %
|
|
Air Void Content for specimen A-2
|
7.1 %
|
|
Air Void Content for specimen B-1
|
7 %
|
|
Air Void Content for specimen B-2
|
6.9 %
|
|
Stripping Inflection Point (Wheel A)
|
0
|
|
Stripping Inflection Point (Wheel B)
|
0
|
|
Maximum impression at 5000 passes (left wheel)
|
2.15 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
1.88 mm
|
|
Average impression at 5000 passes (left/right avg)
|
2.01 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
2.56 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
2.24 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.4 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
2.77 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
2.44 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.61 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
2.89 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
2.57 mm
|
|
Average impression at 20000 passes (left/right avg)
|
2.73 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2024-11-05-91-9
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/16/2026
Date Tested: 04/23/2026
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
162 psi
|
|
Average Wet Tensile Strength
|
157 psi
|
|
Tensile Strength Ratio
|
0.97
|
