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
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5
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Specimen Preparation Method
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no data
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Specimen Number
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no data
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Specimen Number
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no data
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|
Specimen Number
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no data
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Specimen Number
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no data
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Specimen Number
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no data
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Reheat protocol used
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no data
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Condition Method
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no data
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Conditioning temperature
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25 °C
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Specimen Compaction Method
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SGC
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Specimen air voids
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6.5 %
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Specimen air voids 2
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6.8 %
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Specimen air voids 3
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6.8 %
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Specimen air voids 4
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6.6 %
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Specimen air voids 5
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6.8 %
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Specimen thickness
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0.062 m
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Specimen thickness 2
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0.062 m
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Specimen thickness 3
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0.062 m
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Specimen thickness 4
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0.062 m
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Specimen thickness 5
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0.062 m
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Specimen diameter
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0.15 m
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Specimen diameter 2
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0.15 m
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Specimen diameter 3
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0.15 m
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Specimen diameter 4
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0.15 m
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Specimen diameter 5
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0.15 m
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Peak load
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5760 N
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Peak load 2
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5390 N
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Peak load 3
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6200 N
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Peak load 4
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5720 N
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Peak load 5
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5240 N
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Shear strength
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1731599 Pa
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Shear strength 2
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1620368 Pa
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Shear strength 3
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1863874 Pa
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Shear strength 4
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1719574 Pa
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Shear strength 5
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1575274 Pa
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Rutting tolerance index
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114.6
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Rutting tolerance index 2
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107.2
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Rutting tolerance index 3
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123.4
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Rutting tolerance index 4
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113.8
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Rutting tolerance index 5
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104.3
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Average rutting tolerance index
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112.7
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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:
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Unit system used?
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US Units
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Average Dry Tensile Strength
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183 psi
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Average Wet Tensile Strength
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181 psi
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Tensile Strength Ratio
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0.99
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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:
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Specimen Preparation Method
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no data
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Average impression at 5000 passes (left/right avg)
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2.22 mm
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Average impression at 10000 passes (left/right avg)
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2.57 mm
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Average impression at 15000 passes (left/right avg)
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2.77 mm
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Average impression at 20000 passes (left/right avg)
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2.97 mm
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Average impression at 25000 passes (left/right avg)
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no data
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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:
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Number of specimens
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6
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Specimen Preparation method
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PMLC
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Specimen Number
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no data
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Specimen Number
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no data
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Specimen Number
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no data
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Specimen Number
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no data
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Specimen Number
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no data
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Specimen Number
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no data
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Reheat protocol used
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CT 320 Reheat 2 hours at 135C
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Mid term aging protocol
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None
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Test temperature
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25 C
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Condition method
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Condition Chamber
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Specimen air voids
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6.9 %
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Specimen thickness
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62 mm
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Specimen diameter
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150 mm
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Displacement
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3.5 mm
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Peak load
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18.3 kN
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Absolute value of the post-peak slope
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5540276 N/m
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Failure energy
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7957 Joules/m^2
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Work of failure
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74 Joules
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Cracking tolerance index
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33
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Specimen air voids 2
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7.1 %
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Specimen thickness 2
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62 mm
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Specimen diameter 2
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150 mm
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Displacement 2
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3.9 mm
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Peak load 2
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17.5 kN
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Absolute value of the post-peak slope 2
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5032295 N/m
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Failure energy 2
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8293 Joules/m^2
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Work of failure 2
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77 Joules
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Cracking tolerance index 2
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43
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Specimen air voids 3
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7.2 %
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Specimen thickness 3
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62 mm
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Specimen diameter 3
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150 mm
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Displacement 3
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3.7 mm
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Peak load 3
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17.7 kN
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Absolute value of the post-peak slope 3
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4696696 N/m
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Failure energy 3
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8371 Joules/m^2
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Work of failure 3
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78 Joules
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Cracking tolerance index 3
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44
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Specimen air voids 4
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7.1 %
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Specimen thickness 4
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62 mm
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Specimen diameter 4
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150 mm
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Displacement 4
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3.4 mm
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Peak load 4
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18.2 kN
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Absolute value of the post-peak slope 4
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6027711 N/m
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Failure energy 4
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7534 Joules/m^2
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Work of failure 4
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70 Joules
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Cracking tolerance index 4
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28
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Specimen air voids 5
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6.8 %
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Specimen thickness 5
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62 mm
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Specimen diameter 5
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150 mm
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Displacement 5
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3.4 mm
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Peak load 5
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19.4 kN
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Absolute value of the post-peak slope 5
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7026184 N/m
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Failure energy 5
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8522 Joules/m^2
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Work of failure 5
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79 Joules
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Cracking tolerance index 5
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28
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Specimen air voids 6
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7 %
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Specimen thickness 6
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62 mm
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Specimen diameter 6
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150 mm
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Displacement 6
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3.7 mm
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Peak load 6
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18.9 kN
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Absolute value of the post-peak slope 6
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6521234 N/m
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Failure energy 6
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8425 Joules/m^2
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Work of failure 6
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78 Joules
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Cracking tolerance index 6
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32
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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
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PMLC
|
|
Specimen Number
|
no data
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|
Specimen Number
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no data
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|
Specimen Number
|
no data
|
|
Specimen Number
|
no data
|
|
Specimen Number
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no data
|
|
Reheat protocol used
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CT 320 Reheat 2 hours at 135C
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Mid term aging protocol
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CT 320 20 hours at 100C
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Test temperature
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25 C
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Condition method
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Condition Chamber
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|
Specimen air voids
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6.7 %
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Specimen thickness
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62 mm
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Specimen diameter
|
150 mm
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Displacement
|
3 mm
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Peak load
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22.3 kN
|
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Absolute value of the post-peak slope
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9487999 N/m
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Failure energy
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8216 Joules/m^2
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Work of failure
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76 Joules
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Cracking tolerance index
|
17
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Specimen air voids 2
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7 %
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Specimen thickness 2
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62 mm
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Specimen diameter 2
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150 mm
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Displacement 2
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3.1 mm
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Peak load 2
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21.5 kN
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Absolute value of the post-peak slope 2
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8363493 N/m
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Failure energy 2
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8071 Joules/m^2
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Work of failure 2
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75 Joules
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Cracking tolerance index 2
|
20
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Specimen air voids 3
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7.2 %
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Specimen thickness 3
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62 mm
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Specimen diameter 3
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150 mm
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Displacement 3
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3 mm
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Peak load 3
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21.1 kN
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Absolute value of the post-peak slope 3
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8054707 N/m
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Failure energy 3
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8043 Joules/m^2
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Work of failure 3
|
75 Joules
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Cracking tolerance index 3
|
20
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Specimen air voids 4
|
7.2 %
|
|
Specimen thickness 4
|
62 mm
|
|
Specimen diameter 4
|
150 mm
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Displacement 4
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3.1 mm
|
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Peak load 4
|
22.4 kN
|
|
Absolute value of the post-peak slope 4
|
7249845 N/m
|
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Failure energy 4
|
8483 Joules/m^2
|
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Work of failure 4
|
79 Joules
|
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Cracking tolerance index 4
|
24
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Specimen air voids 5
|
6.7 %
|
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Specimen thickness 5
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62 mm
|
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Specimen diameter 5
|
150 mm
|
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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
|
