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: 2024-11-07-83
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: 11/07/2024
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 TT2- 0.75 SP +1.25% AC Surface 25% RAP 58-22
From where was the sample collected: Source
Laboratory sample identification: 025-003
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: 025003
Binder content (%): 5.8
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: 2024-11-07-83-1
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: 11/07/2025
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
|
|
Specific Gravity for Sample 1
|
2.554
|
|
Specific Gravity for Sample 2
|
2.561
|
|
Average Specific Gravity
|
2.557
|
|
Theoretical maximum density at 25°C (77°F)
|
159.2 lb/ft^3
|
DIME Test ID: 2024-11-07-83-2
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: 02/12/2026
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
|
4 mm
|
|
Peak load
|
11.5 kN
|
|
Absolute value of the post-peak slope
|
1570327 N/m
|
|
Failure energy
|
10279 Joules/m^2
|
|
Work of failure
|
95.6 Joules
|
|
Cracking tolerance index
|
317.1
|
|
Specimen air voids 2
|
6.8 %
|
|
Specimen thickness 2
|
61.9 mm
|
|
Specimen diameter 2
|
150 mm
|
|
Displacement 2
|
3.2 mm
|
|
Peak load 2
|
11.4 kN
|
|
Absolute value of the post-peak slope 2
|
1460368 N/m
|
|
Failure energy 2
|
9709 Joules/m^2
|
|
Work of failure 2
|
90.3 Joules
|
|
Cracking tolerance index 2
|
274.7
|
|
Specimen air voids 3
|
7.3 %
|
|
Specimen thickness 3
|
62 mm
|
|
Specimen diameter 3
|
150 mm
|
|
Displacement 3
|
4.2 mm
|
|
Peak load 3
|
10.6 kN
|
|
Absolute value of the post-peak slope 3
|
1683043 N/m
|
|
Failure energy 3
|
9102 Joules/m^2
|
|
Work of failure 3
|
84.7 Joules
|
|
Cracking tolerance index 3
|
254.6
|
|
Specimen air voids 4
|
7 %
|
|
Specimen thickness 4
|
61.9 mm
|
|
Specimen diameter 4
|
150 mm
|
|
Displacement 4
|
4.5 mm
|
|
Peak load 4
|
12.4 kN
|
|
Absolute value of the post-peak slope 4
|
1552484 N/m
|
|
Failure energy 4
|
10881 Joules/m^2
|
|
Work of failure 4
|
101.2 Joules
|
|
Cracking tolerance index 4
|
329.9
|
|
Specimen air voids 5
|
6.9 %
|
|
Specimen thickness 5
|
61.9 mm
|
|
Specimen diameter 5
|
150 mm
|
|
Displacement 5
|
3.9 mm
|
|
Peak load 5
|
12.5 kN
|
|
Absolute value of the post-peak slope 5
|
2073564 N/m
|
|
Failure energy 5
|
10132 Joules/m^2
|
|
Work of failure 5
|
94.2 Joules
|
|
Cracking tolerance index 5
|
215.3
|
DIME Test ID: 2024-11-07-83-3
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: 02/25/2026
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
|
7.2 %
|
|
Specimen air voids 2
|
7.4 %
|
|
Specimen air voids 3
|
7.2 %
|
|
Specimen air voids 4
|
7.3 %
|
|
Specimen air voids 5
|
7.2 %
|
|
Specimen thickness
|
0.062 m
|
|
Specimen thickness 2
|
0.0619 m
|
|
Specimen thickness 3
|
0.0619 m
|
|
Specimen thickness 4
|
0.0619 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
|
2695.6 N
|
|
Peak load 2
|
2695.6 N
|
|
Peak load 3
|
2691.2 N
|
|
Peak load 4
|
2838 N
|
|
Peak load 5
|
2686.7 N
|
|
Shear strength
|
810364 Pa
|
|
Shear strength 2
|
811674 Pa
|
|
Shear strength 3
|
810349 Pa
|
|
Shear strength 4
|
854552 Pa
|
|
Shear strength 5
|
807689 Pa
|
|
Rutting tolerance index
|
53.6
|
|
Rutting tolerance index 2
|
53.7
|
|
Rutting tolerance index 3
|
53.6
|
|
Rutting tolerance index 4
|
56.6
|
|
Rutting tolerance index 5
|
53.5
|
|
Average rutting tolerance index
|
54.2
|
DIME Test ID: 2024-11-07-83-4
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: 03/04/2026
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
|
6.6 %
|
|
Specimen thickness
|
62 mm
|
|
Specimen diameter
|
150 mm
|
|
Testing temperature
|
50 C
|
|
Loading rate
|
50 mm/min
|
|
Maximum load
|
2090.7 N
|
|
Specimen air void 2
|
7.5 %
|
|
Specimen thickness 2
|
62 mm
|
|
Specimen diameter 2
|
150 mm
|
|
Testing temperature 2
|
50 C
|
|
Loading rate 2
|
50 mm/min
|
|
Maximum load 2
|
1708.1 N
|
|
Indirect tensile strength 2
|
116.9 kPa
|
|
Specimen air void 3
|
7.1 %
|
|
Specimen thickness 3
|
62 mm
|
|
Specimen diameter 3
|
150 mm
|
|
Testing temperature 3
|
50 C
|
|
Loading rate 3
|
50 mm/min
|
|
Maximum load 3
|
2037.3 N
|
|
Indirect tensile strength 3
|
139.5 kPa
|
|
Specimen air void 4
|
7.3 %
|
|
Specimen thickness 4
|
62 mm
|
|
Specimen diameter 4
|
150 mm
|
|
Testing temperature 4
|
50 C
|
|
Loading rate 4
|
50 mm/min
|
|
Maximum load 4
|
1859.4 N
|
|
Indirect tensile strength 4
|
127.3 kPa
|
|
Specimen air void 5
|
6.8 %
|
|
Specimen thickness 5
|
61.9 mm
|
|
Specimen diameter 5
|
150 mm
|
|
Testing temperature 5
|
50 C
|
|
Loading rate 5
|
50 mm/min
|
|
Maximum load 5
|
2166.3 N
|
|
Indirect tensile strength 5
|
148.5 kPa
|
|
Average Indirect tensile strength
|
135.1 kPa
|
DIME Test ID: 2024-11-07-83-5
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: 11/20/2025
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?
|
SI Units
|
|
Mass Determination
|
Water
|
|
Specific Gravity for Sample 1
|
2.564
|
|
Specific Gravity for Sample 2
|
2.567
|
|
Average Specific Gravity
|
2.566
|
|
Theoretical maximum density at 25°C (77°F)
|
77 kg/m^3
|
DIME Test ID: 2024-11-07-83-6
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: 02/27/2026
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: Material was MTOA Aged
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
|
7.1 %
|
|
Specimen thickness
|
61.9 mm
|
|
Specimen diameter
|
150 mm
|
|
Displacement
|
72.6 mm
|
|
Peak load
|
8.5 kN
|
|
Absolute value of the post-peak slope
|
1621293 N/m
|
|
Failure energy
|
4846 Joules/m^2
|
|
Work of failure
|
45.1 Joules
|
|
Cracking tolerance index
|
96
|
|
Specimen air voids 2
|
6.8 %
|
|
Specimen thickness 2
|
62 mm
|
|
Specimen diameter 2
|
150 mm
|
|
Displacement 2
|
98.8 mm
|
|
Peak load 2
|
13.8 kN
|
|
Absolute value of the post-peak slope 2
|
1990281 N/m
|
|
Failure energy 2
|
11312 Joules/m^2
|
|
Work of failure 2
|
105.2 Joules
|
|
Cracking tolerance index 2
|
243.1
|
|
Specimen air voids 3
|
7.2 %
|
|
Specimen thickness 3
|
62 mm
|
|
Specimen diameter 3
|
150 mm
|
|
Displacement 3
|
88.2 mm
|
|
Peak load 3
|
14.5 kN
|
|
Absolute value of the post-peak slope 3
|
2139681 N/m
|
|
Failure energy 3
|
11740 Joules/m^2
|
|
Work of failure 3
|
109.2 Joules
|
|
Cracking tolerance index 3
|
217
|
|
Specimen air voids 4
|
6.6 %
|
|
Specimen thickness 4
|
61.9 mm
|
|
Specimen diameter 4
|
150 mm
|
|
Displacement 4
|
113.2 mm
|
|
Peak load 4
|
13.5 kN
|
|
Absolute value of the post-peak slope 4
|
2457246 N/m
|
|
Failure energy 4
|
11423 Joules/m^2
|
|
Work of failure 4
|
106.2 Joules
|
|
Cracking tolerance index 4
|
199.1
|
|
Specimen air voids 5
|
7.1 %
|
|
Specimen thickness 5
|
62 mm
|
|
Specimen diameter 5
|
150 mm
|
|
Displacement 5
|
106.7 mm
|
|
Peak load 5
|
13.4 kN
|
|
Absolute value of the post-peak slope 5
|
2056783 N/m
|
|
Failure energy 5
|
10478 Joules/m^2
|
|
Work of failure 5
|
97.4 Joules
|
|
Cracking tolerance index 5
|
226.7
|
DIME Test ID: 2024-11-07-83-7
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/16/2026
Date Tested: 02/12/2026
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
|
121 psi
|
|
Average Wet Tensile Strength
|
124 psi
|
|
Tensile Strength Ratio
|
1.02
|
DIME Test ID: 2024-11-07-83-8
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: 03/24/2026
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
|
7.3 %
|
|
Air Void Content for specimen A-2
|
6.9 %
|
|
Air Void Content for specimen B-1
|
7.2 %
|
|
Air Void Content for specimen B-2
|
7.1 %
|
|
Stripping Inflection Point (Wheel A)
|
no data
|
|
Stripping Inflection Point (Wheel B)
|
no data
|
|
Maximum impression at 5000 passes (left wheel)
|
4.45 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
3.44 mm
|
|
Average impression at 5000 passes (left/right avg)
|
3.95 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
5.24 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
4.19 mm
|
|
Average impression at 10000 passes (left/right avg)
|
4.72 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
5.74 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
4.67 mm
|
|
Average impression at 15000 passes (left/right avg)
|
5.21 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
6.08 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
5.14 mm
|
|
Average impression at 20000 passes (left/right avg)
|
5.61 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
