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: 2024-11-06-103
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: 11/06/2024
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 TT1- 0.75 SP Surface 25% RAP 58-22
From where was the sample collected: Source
Laboratory sample identification: 025-004
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Clements Plant
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 0
Sublot number: 0
HMA Mix Number: 025004
Binder content (%): 4.5
Virgin binder PG: PG 64-16
Design binder PG: PG 58-22
Binder Supplier: Valero Benicia
RAP content (%): 25
WMA Additives: No
Antistrip type: No
DIME Test ID: 2024-11-06-103-1
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: 06/04/2026
Date Tested: 11/05/2025
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:
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
|
2611.2 grams
|
|
Mass of sample in water for Sample 1
|
1609.8 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
2609.7 grams
|
|
Mass of sample in water for Sample 2
|
1605.6 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.608
|
|
Specific Gravity for Sample 2
|
2.599
|
|
Average Specific Gravity
|
2.604
|
|
Theoretical maximum density at 25°C (77°F)
|
162.1 lb/ft^3
|
DIME Test ID: 2024-11-06-103-2
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: 06/04/2026
Date Tested: 04/29/2026
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
|
7 %
|
|
Specimen thickness
|
62 mm
|
|
Specimen diameter
|
150 mm
|
|
Displacement
|
72.2 mm
|
|
Peak load
|
15.8 kN
|
|
Absolute value of the post-peak slope
|
2865934 N/m
|
|
Failure energy
|
9272 Joules/m^2
|
|
Work of failure
|
86.2 Joules
|
|
Cracking tolerance index
|
104.7
|
|
Specimen air voids 2
|
7 %
|
|
Specimen thickness 2
|
62 mm
|
|
Specimen diameter 2
|
150 mm
|
|
Displacement 2
|
71 mm
|
|
Peak load 2
|
16.5 kN
|
|
Absolute value of the post-peak slope 2
|
3388590 N/m
|
|
Failure energy 2
|
10157 Joules/m^2
|
|
Work of failure 2
|
94.5 Joules
|
|
Cracking tolerance index 2
|
94.9
|
|
Specimen air voids 3
|
6.6 %
|
|
Specimen thickness 3
|
62 mm
|
|
Specimen diameter 3
|
150 mm
|
|
Displacement 3
|
65.8 mm
|
|
Peak load 3
|
17.5 kN
|
|
Absolute value of the post-peak slope 3
|
3909074 N/m
|
|
Failure energy 3
|
9397 Joules/m^2
|
|
Work of failure 3
|
87.4 Joules
|
|
Cracking tolerance index 3
|
66.2
|
|
Specimen air voids 4
|
6.6 %
|
|
Specimen thickness 4
|
62 mm
|
|
Specimen diameter 4
|
150 mm
|
|
Displacement 4
|
65.5 mm
|
|
Peak load 4
|
17.5 kN
|
|
Absolute value of the post-peak slope 4
|
4116698 N/m
|
|
Failure energy 4
|
8837 Joules/m^2
|
|
Work of failure 4
|
82.2 Joules
|
|
Cracking tolerance index 4
|
58.6
|
|
Specimen air voids 5
|
6.6 %
|
|
Specimen thickness 5
|
62 mm
|
|
Specimen diameter 5
|
150 mm
|
|
Displacement 5
|
73.7 mm
|
|
Peak load 5
|
18 kN
|
|
Absolute value of the post-peak slope 5
|
4238389 N/m
|
|
Failure energy 5
|
9565 Joules/m^2
|
|
Work of failure 5
|
89 Joules
|
|
Cracking tolerance index 5
|
68.5
|
DIME Test ID: 2024-11-06-103-3
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: 06/04/2026
Date Tested: 04/29/2026
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
|
6.5 %
|
|
Specimen thickness
|
62 mm
|
|
Specimen diameter
|
150 mm
|
|
Testing temperature
|
50 C
|
|
Loading rate
|
50 mm/min
|
|
Maximum load
|
3238.3 N
|
|
Specimen air void 2
|
6.8 %
|
|
Specimen thickness 2
|
62 mm
|
|
Specimen diameter 2
|
150 mm
|
|
Testing temperature 2
|
50 C
|
|
Loading rate 2
|
50 mm/min
|
|
Maximum load 2
|
3073.7 N
|
|
Indirect tensile strength 2
|
210.4 kPa
|
|
Specimen air void 3
|
6.8 %
|
|
Specimen thickness 3
|
62 mm
|
|
Specimen diameter 3
|
150 mm
|
|
Testing temperature 3
|
50 C
|
|
Loading rate 3
|
50 mm/min
|
|
Maximum load 3
|
3411.8 N
|
|
Indirect tensile strength 3
|
233.6 kPa
|
|
Specimen air void 4
|
7.1 %
|
|
Specimen thickness 4
|
62 mm
|
|
Specimen diameter 4
|
150 mm
|
|
Testing temperature 4
|
50 C
|
|
Loading rate 4
|
50 mm/min
|
|
Maximum load 4
|
3171.6 N
|
|
Indirect tensile strength 4
|
217.1 kPa
|
|
Specimen air void 5
|
6.6 %
|
|
Specimen thickness 5
|
62 mm
|
|
Specimen diameter 5
|
150 mm
|
|
Testing temperature 5
|
50 C
|
|
Loading rate 5
|
50 mm/min
|
|
Maximum load 5
|
3171.6 N
|
|
Indirect tensile strength 5
|
217.1 kPa
|
|
Average Indirect tensile strength
|
220.0 kPa
|
DIME Test ID: 2024-11-06-103-4
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: 06/04/2026
Date Tested: 04/29/2026
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
|
6.5 %
|
|
Specimen air voids 2
|
6.7 %
|
|
Specimen air voids 3
|
6.8 %
|
|
Specimen air voids 4
|
7 %
|
|
Specimen air voids 5
|
6.9 %
|
|
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
|
5431.3 N
|
|
Peak load 2
|
5182.2 N
|
|
Peak load 3
|
5751.5 N
|
|
Peak load 4
|
4942 N
|
|
Peak load 5
|
5048.7 N
|
|
Shear strength
|
1632784 Pa
|
|
Shear strength 2
|
1557898 Pa
|
|
Shear strength 3
|
1729044 Pa
|
|
Shear strength 4
|
1485688 Pa
|
|
Shear strength 5
|
1517765 Pa
|
|
Rutting tolerance index
|
108.1
|
|
Rutting tolerance index 2
|
103.1
|
|
Rutting tolerance index 3
|
114.4
|
|
Rutting tolerance index 4
|
98.3
|
|
Rutting tolerance index 5
|
100.4
|
|
Average rutting tolerance index
|
104.9
|
DIME Test ID: 2024-11-06-103-5
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: 06/04/2026
Date Tested: 11/19/2025
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
|
2.606
|
|
Specific Gravity for Sample 2
|
2.607
|
|
Average Specific Gravity
|
2.606
|
|
Theoretical maximum density at 25°C (77°F)
|
162.2 lb/ft^3
|
DIME Test ID: 2024-11-06-103-6
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: 06/04/2026
Date Tested: 04/30/2026
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
|
6.8 %
|
|
Specimen thickness
|
62 mm
|
|
Specimen diameter
|
150 mm
|
|
Displacement
|
59.6 mm
|
|
Peak load
|
21.3 kN
|
|
Absolute value of the post-peak slope
|
5949283 N/m
|
|
Failure energy
|
9435 Joules/m^2
|
|
Work of failure
|
87.7 Joules
|
|
Cracking tolerance index
|
37.9
|
|
Specimen air voids 2
|
7.1 %
|
|
Specimen thickness 2
|
62 mm
|
|
Specimen diameter 2
|
150 mm
|
|
Displacement 2
|
71.1 mm
|
|
Peak load 2
|
20 kN
|
|
Absolute value of the post-peak slope 2
|
5124245 N/m
|
|
Failure energy 2
|
10886 Joules/m^2
|
|
Work of failure 2
|
101.2 Joules
|
|
Cracking tolerance index 2
|
61
|
|
Specimen air voids 3
|
6.6 %
|
|
Specimen thickness 3
|
62 mm
|
|
Specimen diameter 3
|
150 mm
|
|
Displacement 3
|
65 mm
|
|
Peak load 3
|
19.4 kN
|
|
Absolute value of the post-peak slope 3
|
4743872 N/m
|
|
Failure energy 3
|
9322 Joules/m^2
|
|
Work of failure 3
|
86.7 Joules
|
|
Cracking tolerance index 3
|
53.7
|
|
Specimen air voids 4
|
6.8 %
|
|
Specimen thickness 4
|
62 mm
|
|
Specimen diameter 4
|
150 mm
|
|
Displacement 4
|
63.1 mm
|
|
Peak load 4
|
20.6 kN
|
|
Absolute value of the post-peak slope 4
|
5595336 N/m
|
|
Failure energy 4
|
10746 Joules/m^2
|
|
Work of failure 4
|
99.9 Joules
|
|
Cracking tolerance index 4
|
48.9
|
|
Specimen air voids 5
|
6.7 %
|
|
Specimen thickness 5
|
62 mm
|
|
Specimen diameter 5
|
150 mm
|
|
Displacement 5
|
62.1 mm
|
|
Peak load 5
|
20.7 kN
|
|
Absolute value of the post-peak slope 5
|
5584632 N/m
|
|
Failure energy 5
|
9288 Joules/m^2
|
|
Work of failure 5
|
86.4 Joules
|
|
Cracking tolerance index 5
|
41.3
|
DIME Test ID: 2024-11-06-103-7
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/04/2026
Date Tested: 05/01/2026
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
|
163 psi
|
|
Average Wet Tensile Strength
|
144 psi
|
|
Tensile Strength Ratio
|
0.88
|
DIME Test ID: 2024-11-06-103-8
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/04/2026
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
|
7.2 %
|
|
Air Void Content for specimen A-2
|
6.8 %
|
|
Air Void Content for specimen B-1
|
7.4 %
|
|
Air Void Content for specimen B-2
|
6.7 %
|
|
Stripping Inflection Point (Wheel A)
|
0
|
|
Stripping Inflection Point (Wheel B)
|
0
|
|
Maximum impression at 5000 passes (left wheel)
|
1.89 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
2.02 mm
|
|
Average impression at 5000 passes (left/right avg)
|
1.96 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
2.44 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
2.65 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.55 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
2.8 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
3.11 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.96 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
3.03 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
3.43 mm
|
|
Average impression at 20000 passes (left/right avg)
|
3.23 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
