Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-07-21-105
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: 07/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/21/2023
The quantity of what the sample constitutes: 24 boxes of HMA, 2 quarts of binder
A brief description of the sample: 1/2" HMA - A
From where was the sample collected: Source
Laboratory sample identification: 024-004
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw
DIME Test ID: 2023-07-21-105-1
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: 01/23/2024
Date Tested: 01/22/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of specimens
|
5
|
|
Aging Protocol
|
Mid Term Oven Aging
|
|
Aging Protocol ID
|
MTOA
|
|
Test temperature
|
25 C
|
|
Specimen preparation method and aging condition
|
Condition Chamber
|
|
Specimen air voids
|
6.7 %
|
|
Specimen thickness
|
62.0 mm
|
|
Specimen diameter
|
150.0 mm
|
|
Displacement
|
2.8 mm
|
|
Absolute value of the post-peak slope
|
11720388 N/m
|
|
Failure energy
|
6637 Joules/m^2
|
|
Work of failure
|
61.7 Joules
|
|
Cracking tolerance index
|
11
|
|
Specimen air voids 2
|
7.4 %
|
|
Specimen thickness 2
|
62.0 mm
|
|
Specimen diameter 2
|
150.0 mm
|
|
Displacement 2
|
2.7 mm
|
|
Absolute value of the post-peak slope 2
|
8281345 N/m
|
|
Failure energy 2
|
7467 Joules/m^2
|
|
Work of failure 2
|
69.4 Joules
|
|
Cracking tolerance index 2
|
16
|
|
Specimen air voids 3
|
7.2 %
|
|
Specimen thickness 3
|
62.0 mm
|
|
Specimen diameter 3
|
150.0 mm
|
|
Displacement 3
|
2.7 mm
|
|
Absolute value of the post-peak slope 3
|
9580613 N/m
|
|
Failure energy 3
|
6831 Joules/m^2
|
|
Work of failure 3
|
63.5 Joules
|
|
Cracking tolerance index 3
|
13
|
|
Specimen air voids 4
|
7.2 %
|
|
Specimen thickness 4
|
62.0 mm
|
|
Specimen diameter 4
|
150.0 mm
|
|
Displacement 4
|
2.8 mm
|
|
Absolute value of the post-peak slope 4
|
8815619 N/m
|
|
Failure energy 4
|
7269 Joules/m^2
|
|
Work of failure 4
|
67.6 Joules
|
|
Cracking tolerance index 4
|
15
|
|
Specimen air voids 5
|
7.2 %
|
|
Specimen thickness 5
|
62.0 mm
|
|
Specimen diameter 5
|
150.0 mm
|
|
Displacement 5
|
2.8 mm
|
|
Absolute value of the post-peak slope 5
|
6716764 N/m
|
|
Failure energy 5
|
7891 Joules/m^2
|
|
Work of failure 5
|
73.4 Joules
|
|
Cracking tolerance index 5
|
22
|
DIME Test ID: 2023-07-21-105-2
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: 01/23/2024
Date Tested: 01/22/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of specimens
|
6
|
|
Test temperature
|
25 C
|
|
Specimen preparation method and aging condition
|
Condition Chamber
|
|
Specimen air voids
|
6.9 %
|
|
Specimen thickness
|
62.0 mm
|
|
Specimen diameter
|
150.0 mm
|
|
Displacement
|
3.8 mm
|
|
Absolute value of the post-peak slope
|
5353895 N/m
|
|
Failure energy
|
8345 Joules/m^2
|
|
Work of failure
|
77.6 Joules
|
|
Cracking tolerance index
|
40
|
|
Specimen air voids 2
|
6.7 %
|
|
Specimen thickness 2
|
62.0 mm
|
|
Specimen diameter 2
|
150.0 mm
|
|
Displacement 2
|
3.4 mm
|
|
Absolute value of the post-peak slope 2
|
6044736 N/m
|
|
Failure energy 2
|
6964 Joules/m^2
|
|
Work of failure 2
|
64.8 Joules
|
|
Cracking tolerance index 2
|
26
|
|
Specimen air voids 3
|
7.2 %
|
|
Specimen thickness 3
|
62.0 mm
|
|
Specimen diameter 3
|
150.0 mm
|
|
Displacement 3
|
3.2 mm
|
|
Absolute value of the post-peak slope 3
|
7496444 N/m
|
|
Failure energy 3
|
6740 Joules/m^2
|
|
Work of failure 3
|
62.7 Joules
|
|
Cracking tolerance index 3
|
19
|
|
Specimen air voids 4
|
7.4 %
|
|
Specimen thickness 4
|
62.0 mm
|
|
Specimen diameter 4
|
150.0 mm
|
|
Displacement 4
|
3.5 mm
|
|
Absolute value of the post-peak slope 4
|
6393935 N/m
|
|
Failure energy 4
|
6799 Joules/m^2
|
|
Work of failure 4
|
63.2 Joules
|
|
Cracking tolerance index 4
|
25
|
|
Specimen air voids 5
|
7.3 %
|
|
Specimen thickness 5
|
62.0 mm
|
|
Specimen diameter 5
|
150.0 mm
|
|
Displacement 5
|
3.2 mm
|
|
Absolute value of the post-peak slope 5
|
7451232 N/m
|
|
Failure energy 5
|
6965 Joules/m^2
|
|
Work of failure 5
|
64.8 Joules
|
|
Cracking tolerance index 5
|
20
|
|
Specimen air voids 6
|
7.2 %
|
|
Specimen thickness 6
|
62.0 mm
|
|
Specimen diameter 6
|
150.0 mm
|
|
Displacement 6
|
3.3 mm
|
|
Absolute value of the post-peak slope 6
|
6178623 N/m
|
|
Failure energy 6
|
7143 Joules/m^2
|
|
Work of failure 6
|
66.4 Joules
|
|
Cracking tolerance index 6
|
25
|
DIME Test ID: 2023-07-21-105-3
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: 01/23/2024
Date Tested: 01/22/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of specimens
|
6
|
|
Conditioning temperature
|
50.0 °C
|
|
HMA Source
|
Plant Produced Mixture
|
|
Specimen preparation method
|
SGC
|
|
Specimen air voids
|
6.8 %
|
|
Specimen air voids 2
|
6.6 %
|
|
Specimen air voids 3
|
6.9 %
|
|
Specimen air voids 4
|
6.5 %
|
|
Specimen air voids 5
|
6.8 %
|
|
Specimen air voids 6
|
6.8 %
|
|
Specimen thickness
|
0.0620 m
|
|
Specimen thickness 2
|
0.0620 m
|
|
Specimen thickness 3
|
0.0620 m
|
|
Specimen thickness 4
|
0.0620 m
|
|
Specimen thickness 5
|
0.0620 m
|
|
Specimen thickness 6
|
0.0620 m
|
|
Specimen diameter
|
0.1500 m
|
|
Specimen diameter 2
|
0.1500 m
|
|
Specimen diameter 3
|
0.1500 m
|
|
Specimen diameter 4
|
0.1500 m
|
|
Specimen diameter 5
|
0.1500 m
|
|
Specimen diameter 6
|
0.1500 m
|
|
Peak load
|
7120.0 N
|
|
Peak load 2
|
7600.0 N
|
|
Peak load 3
|
7470.0 N
|
|
Peak load 4
|
7960.0 N
|
|
Peak load 5
|
7670.0 N
|
|
Peak load 6
|
7660.0 N
|
|
Shear strength
|
2140449 Pa
|
|
Shear strength 2
|
2284749 Pa
|
|
Shear strength 3
|
2245668 Pa
|
|
Shear strength 4
|
2392974 Pa
|
|
Shear strength 5
|
2305793 Pa
|
|
Shear strength 6
|
2302787 Pa
|
|
Rutting tolerance index
|
141.7
|
|
Rutting tolerance index 2
|
151.2
|
|
Rutting tolerance index 3
|
148.6
|
|
Rutting tolerance index 4
|
158.4
|
|
Rutting tolerance index 5
|
152.6
|
|
Rutting tolerance index 6
|
152.4
|
|
Average rutting tolerance index
|
150.8
|
DIME Test ID: 2023-07-21-105-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/23/2024
Date Tested: 08/09/2023
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Average Dry Tensile Strength
|
167 psi
|
|
Average Wet Tensile Strength
|
161 psi
|
|
Tensile Strength Ratio
|
0.96
|
DIME Test ID: 2023-07-21-105-5
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 01/23/2024
Date Tested: 01/23/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Average impression at 5000 passes (left/right avg)
|
2.14 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.42 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.79 mm
|
|
Average impression at 20000 passes (left/right avg)
|
2.92 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
