Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993473 DEA: 101J1804 EFIS: 1018000133
QA Service Level: 1
DIST-CO-RTE-PM: 10-MPA-140-0.0/12.0
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND RESURFACE WITH HMA AND RHMA.
Location Description: MARIPOSA COUNTY AT AND NEAR CATHEYS VALLEY FROM MERCED COUNTY LINE TO 1.7 MILES EAST OF CATHEYS VALLEY PARK
Contractor Name: Cal Valley Construction
Contractor Address: 5125 N. Gates Ave., Ste. 102, Fresno, CA, 93722-6414
Resident Engineer: Wali Waziri Structure Rep.: Unknown
DIME Sample ID: 2023-12-27-38
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: 12/27/2023
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: 024-016
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw
DIME Test ID: 2023-12-27-38-3
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: 02/21/2025
Date Tested: 03/19/2024
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
|
no data
|
|
Reheat protocol used
|
no data
|
|
Condition Method
|
no data
|
|
Conditioning temperature
|
25 °C
|
|
Specimen Compaction Method
|
SGC
|
|
Specimen air voids
|
6.5 %
|
|
Specimen air voids 2
|
6.8 %
|
|
Specimen air voids 3
|
6.8 %
|
|
Specimen air voids 4
|
6.6 %
|
|
Specimen air voids 5
|
6.8 %
|
|
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
|
5760 N
|
|
Peak load 2
|
5390 N
|
|
Peak load 3
|
6200 N
|
|
Peak load 4
|
5720 N
|
|
Peak load 5
|
5240 N
|
|
Shear strength
|
1731599 Pa
|
|
Shear strength 2
|
1620368 Pa
|
|
Shear strength 3
|
1863874 Pa
|
|
Shear strength 4
|
1719574 Pa
|
|
Shear strength 5
|
1575274 Pa
|
|
Rutting tolerance index
|
114.6
|
|
Rutting tolerance index 2
|
107.2
|
|
Rutting tolerance index 3
|
123.4
|
|
Rutting tolerance index 4
|
113.8
|
|
Rutting tolerance index 5
|
104.3
|
|
Average rutting tolerance index
|
112.7
|
DIME Test ID: 2023-12-27-38-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/21/2025
Date Tested: 03/19/2024
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?
|
US Units
|
|
Average Dry Tensile Strength
|
183 psi
|
|
Average Wet Tensile Strength
|
181 psi
|
|
Tensile Strength Ratio
|
0.99
|
DIME Test ID: 2023-12-27-38-5
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 02/21/2025
Date Tested: 01/05/2024
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
|
no data
|
|
Average impression at 5000 passes (left/right avg)
|
2.22 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.57 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.77 mm
|
|
Average impression at 20000 passes (left/right avg)
|
2.97 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2023-12-27-38-6
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: 02/21/2025
Date Tested: 02/07/2024
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: not applicable
Additional Comments When Verified:
|
Number of specimens
|
6
|
|
Specimen Preparation method
|
PMLC
|
|
Reheat protocol used
|
CT 320 Reheat 2 hours at 135C
|
|
Mid term aging protocol
|
None
|
|
Test temperature
|
25 C
|
|
Condition method
|
Condition Chamber
|
|
Specimen air voids
|
6.9 %
|
|
Specimen thickness
|
62 mm
|
|
Specimen diameter
|
150 mm
|
|
Displacement
|
3.5 mm
|
|
Peak load
|
18.3 kN
|
|
Absolute value of the post-peak slope
|
5540276 N/m
|
|
Failure energy
|
7957 Joules/m^2
|
|
Work of failure
|
74 Joules
|
|
Cracking tolerance index
|
33
|
|
Specimen air voids 2
|
7.1 %
|
|
Specimen thickness 2
|
62 mm
|
|
Specimen diameter 2
|
150 mm
|
|
Displacement 2
|
3.9 mm
|
|
Peak load 2
|
17.5 kN
|
|
Absolute value of the post-peak slope 2
|
5032295 N/m
|
|
Failure energy 2
|
8293 Joules/m^2
|
|
Work of failure 2
|
77 Joules
|
|
Cracking tolerance index 2
|
43
|
|
Specimen air voids 3
|
7.2 %
|
|
Specimen thickness 3
|
62 mm
|
|
Specimen diameter 3
|
150 mm
|
|
Displacement 3
|
3.7 mm
|
|
Peak load 3
|
17.7 kN
|
|
Absolute value of the post-peak slope 3
|
4696696 N/m
|
|
Failure energy 3
|
8371 Joules/m^2
|
|
Work of failure 3
|
78 Joules
|
|
Cracking tolerance index 3
|
44
|
|
Specimen air voids 4
|
7.1 %
|
|
Specimen thickness 4
|
62 mm
|
|
Specimen diameter 4
|
150 mm
|
|
Displacement 4
|
3.4 mm
|
|
Peak load 4
|
18.2 kN
|
|
Absolute value of the post-peak slope 4
|
6027711 N/m
|
|
Failure energy 4
|
7534 Joules/m^2
|
|
Work of failure 4
|
70 Joules
|
|
Cracking tolerance index 4
|
28
|
|
Specimen air voids 5
|
6.8 %
|
|
Specimen thickness 5
|
62 mm
|
|
Specimen diameter 5
|
150 mm
|
|
Displacement 5
|
3.4 mm
|
|
Peak load 5
|
19.4 kN
|
|
Absolute value of the post-peak slope 5
|
7026184 N/m
|
|
Failure energy 5
|
8522 Joules/m^2
|
|
Work of failure 5
|
79 Joules
|
|
Cracking tolerance index 5
|
28
|
|
Specimen air voids 6
|
7 %
|
|
Specimen thickness 6
|
62 mm
|
|
Specimen diameter 6
|
150 mm
|
|
Displacement 6
|
3.7 mm
|
|
Peak load 6
|
18.9 kN
|
|
Absolute value of the post-peak slope 6
|
6521234 N/m
|
|
Failure energy 6
|
8425 Joules/m^2
|
|
Work of failure 6
|
78 Joules
|
|
Cracking tolerance index 6
|
32
|
DIME Test ID: 2023-12-27-38-7
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: 02/21/2025
Date Tested: 02/22/2024
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: not applicable
Additional Comments When Verified:
|
Number of specimens
|
5
|
|
Specimen Preparation method
|
PMLC
|
|
Reheat protocol used
|
CT 320 Reheat 2 hours at 135C
|
|
Mid term aging protocol
|
CT 320 20 hours at 100C
|
|
Test temperature
|
25 C
|
|
Condition method
|
Condition Chamber
|
|
Specimen air voids
|
6.7 %
|
|
Specimen thickness
|
62 mm
|
|
Specimen diameter
|
150 mm
|
|
Displacement
|
3 mm
|
|
Peak load
|
22.3 kN
|
|
Absolute value of the post-peak slope
|
9487999 N/m
|
|
Failure energy
|
8216 Joules/m^2
|
|
Work of failure
|
76 Joules
|
|
Cracking tolerance index
|
17
|
|
Specimen air voids 2
|
7 %
|
|
Specimen thickness 2
|
62 mm
|
|
Specimen diameter 2
|
150 mm
|
|
Displacement 2
|
3.1 mm
|
|
Peak load 2
|
21.5 kN
|
|
Absolute value of the post-peak slope 2
|
8363493 N/m
|
|
Failure energy 2
|
8071 Joules/m^2
|
|
Work of failure 2
|
75 Joules
|
|
Cracking tolerance index 2
|
20
|
|
Specimen air voids 3
|
7.2 %
|
|
Specimen thickness 3
|
62 mm
|
|
Specimen diameter 3
|
150 mm
|
|
Displacement 3
|
3 mm
|
|
Peak load 3
|
21.1 kN
|
|
Absolute value of the post-peak slope 3
|
8054707 N/m
|
|
Failure energy 3
|
8043 Joules/m^2
|
|
Work of failure 3
|
75 Joules
|
|
Cracking tolerance index 3
|
20
|
|
Specimen air voids 4
|
7.2 %
|
|
Specimen thickness 4
|
62 mm
|
|
Specimen diameter 4
|
150 mm
|
|
Displacement 4
|
3.1 mm
|
|
Peak load 4
|
22.4 kN
|
|
Absolute value of the post-peak slope 4
|
7249845 N/m
|
|
Failure energy 4
|
8483 Joules/m^2
|
|
Work of failure 4
|
79 Joules
|
|
Cracking tolerance index 4
|
24
|
|
Specimen air voids 5
|
6.7 %
|
|
Specimen thickness 5
|
62 mm
|
|
Specimen diameter 5
|
150 mm
|
|
Displacement 5
|
3.1 mm
|
|
Peak load 5
|
22.7 kN
|
|
Absolute value of the post-peak slope 5
|
8428455 N/m
|
|
Failure energy 5
|
8859 Joules/m^2
|
|
Work of failure 5
|
82 Joules
|
|
Cracking tolerance index 5
|
21
|
