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: 2024-11-04-113
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: 11/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/14/2025
The quantity of what the sample constitutes: 48 Boxes
A brief description of the sample: High Sand – BMD TT4 – 0.75 SP High Sand Surface
From where was the sample collected: Source
Laboratory sample identification:
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: 1
Sublot number: 1
HMA Mix Number: 02501
Binder content (%): 4.5
Virgin binder PG: PG 58-22
Design binder PG: PG 64-16
Binder Supplier: Valero Benicia
RAP content (%): 25
WMA Additives: No
Antistrip type: N/A
DIME Test ID: 2024-11-04-113-1
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: 05/13/2026
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: Unaged for BMD High Sand Mix
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
|
2621.8 grams
|
|
Mass of sample in water for Sample 1
|
1610.4 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
2610.6 grams
|
|
Mass of sample in water for Sample 2
|
1601.9 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.592
|
|
Specific Gravity for Sample 2
|
2.588
|
|
Average Specific Gravity
|
2.59
|
|
Theoretical maximum density at 25°C (77°F)
|
161.2 lb/ft^3
|
DIME Test ID: 2024-11-04-113-3
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: 05/13/2026
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:
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
|
7.2 %
|
|
Specimen thickness
|
61.9 mm
|
|
Specimen diameter
|
150 mm
|
|
Displacement
|
2.4 mm
|
|
Peak load
|
16.9 kN
|
|
Absolute value of the post-peak slope
|
4919873 N/m
|
|
Failure energy
|
8323 Joules/m^2
|
|
Work of failure
|
77.4 Joules
|
|
Cracking tolerance index
|
44.2
|
|
Specimen air voids 2
|
7.3 %
|
|
Specimen thickness 2
|
61.9 mm
|
|
Specimen diameter 2
|
150 mm
|
|
Displacement 2
|
2.5 mm
|
|
Peak load 2
|
18.5 kN
|
|
Absolute value of the post-peak slope 2
|
5289650 N/m
|
|
Failure energy 2
|
8691 Joules/m^2
|
|
Work of failure 2
|
80.8 Joules
|
|
Cracking tolerance index 2
|
41.5
|
|
Specimen air voids 3
|
6.8 %
|
|
Specimen thickness 3
|
62 mm
|
|
Specimen diameter 3
|
150 mm
|
|
Displacement 3
|
2.7 mm
|
|
Peak load 3
|
19.3 kN
|
|
Absolute value of the post-peak slope 3
|
4961344 N/m
|
|
Failure energy 3
|
10041 Joules/m^2
|
|
Work of failure 3
|
93.4 Joules
|
|
Cracking tolerance index 3
|
55.7
|
|
Specimen air voids 4
|
6.7 %
|
|
Specimen thickness 4
|
62 mm
|
|
Specimen diameter 4
|
150 mm
|
|
Displacement 4
|
2.4 mm
|
|
Peak load 4
|
18.8 kN
|
|
Absolute value of the post-peak slope 4
|
4379530 N/m
|
|
Failure energy 4
|
10213 Joules/m^2
|
|
Work of failure 4
|
95 Joules
|
|
Cracking tolerance index 4
|
61
|
|
Specimen air voids 5
|
7 %
|
|
Specimen thickness 5
|
62 mm
|
|
Specimen diameter 5
|
150 mm
|
|
Displacement 5
|
2.7 mm
|
|
Peak load 5
|
18.7 kN
|
|
Absolute value of the post-peak slope 5
|
6419206 N/m
|
|
Failure energy 5
|
8733 Joules/m^2
|
|
Work of failure 5
|
81.2 Joules
|
|
Cracking tolerance index 5
|
35.5
|
DIME Test ID: 2024-11-04-113-4
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: 06/04/2026
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 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
|
7 %
|
|
Specimen thickness
|
62 mm
|
|
Specimen diameter
|
150 mm
|
|
Testing temperature
|
50 C
|
|
Loading rate
|
50 mm/min
|
|
Maximum load
|
4034.5 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
|
4252.5 N
|
|
Indirect tensile strength 2
|
291.1 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
|
5026.5 N
|
|
Indirect tensile strength 3
|
344.1 kPa
|
|
Specimen air void 4
|
6.9 %
|
|
Specimen thickness 4
|
62 mm
|
|
Specimen diameter 4
|
150 mm
|
|
Testing temperature 4
|
50 C
|
|
Loading rate 4
|
50 mm/min
|
|
Maximum load 4
|
5693.7 N
|
|
Indirect tensile strength 4
|
389.8 kPa
|
|
Specimen air void 5
|
7.1 %
|
|
Specimen thickness 5
|
62 mm
|
|
Specimen diameter 5
|
150 mm
|
|
Testing temperature 5
|
50 C
|
|
Loading rate 5
|
50 mm/min
|
|
Maximum load 5
|
5524.7 N
|
|
Indirect tensile strength 5
|
378.2 kPa
|
|
Average Indirect tensile strength
|
335.9 kPa
|
DIME Test ID: 2024-11-04-113-5
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: 11/28/2025
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 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
|
7.5 %
|
|
Specimen air voids 3
|
7.5 %
|
|
Specimen air voids 4
|
6.7 %
|
|
Specimen air voids 5
|
6.6 %
|
|
Specimen thickness
|
0.0619 m
|
|
Specimen thickness 2
|
0.062 m
|
|
Specimen thickness 3
|
0.0619 m
|
|
Specimen thickness 4
|
0.062 m
|
|
Specimen thickness 5
|
0.0619 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
|
5071 N
|
|
Peak load 2
|
6490 N
|
|
Peak load 3
|
5266.7 N
|
|
Peak load 4
|
7255 N
|
|
Peak load 5
|
7375.1 N
|
|
Shear strength
|
1526932 Pa
|
|
Shear strength 2
|
1951056 Pa
|
|
Shear strength 3
|
1585859 Pa
|
|
Shear strength 4
|
2181034 Pa
|
|
Shear strength 5
|
2220720 Pa
|
|
Rutting tolerance index
|
101.1
|
|
Rutting tolerance index 2
|
129.1
|
|
Rutting tolerance index 3
|
105
|
|
Rutting tolerance index 4
|
144.3
|
|
Rutting tolerance index 5
|
147
|
|
Average rutting tolerance index
|
125.3
|
DIME Test ID: 2024-11-04-113-6
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: 10/24/2025
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: CT 320 Rice underwent MTOA aging
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
|
2603.9 grams
|
|
Mass of sample in water for Sample 1
|
1592.5 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
2597 grams
|
|
Mass of sample in water for Sample 2
|
1589.5 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.575
|
|
Specific Gravity for Sample 2
|
2.578
|
|
Average Specific Gravity
|
2.577
|
|
Theoretical maximum density at 25°C (77°F)
|
160.4 lb/ft^3
|
DIME Test ID: 2024-11-04-113-7
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: 06/04/2026
Date Tested: 11/14/2025
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: MTOA Aged IDEAL-CT Samples
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
|
6.6 %
|
|
Specimen thickness
|
62 mm
|
|
Specimen diameter
|
150 mm
|
|
Displacement
|
2.8 mm
|
|
Peak load
|
18.1 kN
|
|
Absolute value of the post-peak slope
|
5008334 N/m
|
|
Failure energy
|
9512 Joules/m^2
|
|
Work of failure
|
88.5 Joules
|
|
Cracking tolerance index
|
54.2
|
|
Specimen air voids 2
|
6.7 %
|
|
Specimen thickness 2
|
62 mm
|
|
Specimen diameter 2
|
150 mm
|
|
Displacement 2
|
3.2 mm
|
|
Peak load 2
|
17.1 kN
|
|
Absolute value of the post-peak slope 2
|
4464645 N/m
|
|
Failure energy 2
|
8426 Joules/m^2
|
|
Work of failure 2
|
78.4 Joules
|
|
Cracking tolerance index 2
|
55.8
|
|
Specimen air voids 3
|
6.5 %
|
|
Specimen thickness 3
|
62 mm
|
|
Specimen diameter 3
|
150 mm
|
|
Displacement 3
|
2.2 mm
|
|
Peak load 3
|
19.5 kN
|
|
Absolute value of the post-peak slope 3
|
5319801 N/m
|
|
Failure energy 3
|
8442 Joules/m^2
|
|
Work of failure 3
|
78.5 Joules
|
|
Cracking tolerance index 3
|
36.3
|
|
Specimen air voids 4
|
6.7 %
|
|
Specimen thickness 4
|
61.9 mm
|
|
Specimen diameter 4
|
150 mm
|
|
Displacement 4
|
2.4 mm
|
|
Peak load 4
|
18.7 kN
|
|
Absolute value of the post-peak slope 4
|
6707267 N/m
|
|
Failure energy 4
|
7108 Joules/m^2
|
|
Work of failure 4
|
66.1 Joules
|
|
Cracking tolerance index 4
|
24.3
|
|
Specimen air voids 5
|
6.7 %
|
|
Specimen thickness 5
|
62 mm
|
|
Specimen diameter 5
|
150 mm
|
|
Displacement 5
|
2.4 mm
|
|
Peak load 5
|
19 kN
|
|
Absolute value of the post-peak slope 5
|
5476322 N/m
|
|
Failure energy 5
|
8535 Joules/m^2
|
|
Work of failure 5
|
79.4 Joules
|
|
Cracking tolerance index 5
|
38.7
|
DIME Test ID: 2024-11-04-113-8
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: 12/10/2025
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:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
176 psi
|
|
Average Wet Tensile Strength
|
140 psi
|
|
Tensile Strength Ratio
|
0.8
|
DIME Test ID: 2024-11-04-113-9
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: 01/28/2026
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 %
|
|
Air Void Content for specimen A-2
|
7 %
|
|
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)
|
1.95 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
2.14 mm
|
|
Average impression at 5000 passes (left/right avg)
|
2.05 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
2.39 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
2.7 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.55 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
2.78 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
3.08 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.93 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
3.03 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
3.33 mm
|
|
Average impression at 20000 passes (left/right avg)
|
3.18 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
