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Sample Record for 2022-09-15-95

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 22225 DEA: HMA-RSRCH EFIS: HMA-RSRCH QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: In-house research studies for FHWA on Asphalt Mixture Performance Tester (AMPT) and Cracking Tolerance Index of Asphalt Mixtures (IDEAL CT)
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-09-15-95
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: 09/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/06/2023
The quantity of what the sample constitutes: 10 RHMA -G Boxes
A brief description of the sample: 1/2 RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BoDean Santa Rosa

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 7

Test Results

Test

DIME Test ID: 2022-09-15-95-1
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
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
Data has not been verified.

Test

DIME Test ID: 2022-09-15-95-2
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
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
Data has not been verified.

Test

DIME Test ID: 2022-09-15-95-3
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
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
Data has not been verified.

Test

DIME Test ID: 2022-09-15-95-4
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
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
Data has not been verified.

Test

DIME Test ID: 2022-09-15-95-5
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
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
Data has not been verified.

Test

DIME Test ID: 2022-09-15-95-6
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
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
Data has not been verified.

Test

DIME Test ID: 2022-09-15-95-7
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: 12/06/2023
Date Tested: 03/09/2023
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 6
Specimen Preparation method no data
Specimen Number no data
Specimen Number no data
Specimen Number no data
Specimen Number no data
Specimen Number no data
Specimen Number no data
Reheat protocol used no data
Mid term aging protocol no data
Test temperature 25 C
Condition method Condition Chamber
Specimen air voids 7.2 %
Specimen thickness 62 mm
Specimen diameter 150 mm
Displacement 5.6 mm
Peak load no data
Absolute value of the post-peak slope 1226 N/m
Failure energy 8298 Joules/m^2
Work of failure 77.2 Joules
Cracking tolerance index 253
Specimen air voids 2 7.1 %
Specimen thickness 2 62 mm
Specimen diameter 2 150 mm
Displacement 2 5.3 mm
Peak load 2 no data
Absolute value of the post-peak slope 2 1421 N/m
Failure energy 2 8968 Joules/m^2
Work of failure 2 83.4 Joules
Cracking tolerance index 2 223
Specimen air voids 3 6.6 %
Specimen thickness 3 62 mm
Specimen diameter 3 150 mm
Displacement 3 4.9 mm
Peak load 3 no data
Absolute value of the post-peak slope 3 1599 N/m
Failure energy 3 8453 Joules/m^2
Work of failure 3 78.6 Joules
Cracking tolerance index 3 173
Specimen air voids 4 7.2 %
Specimen thickness 4 62 mm
Specimen diameter 4 150 mm
Displacement 4 5.8 mm
Peak load 4 no data
Absolute value of the post-peak slope 4 1183 N/m
Failure energy 4 9280 Joules/m^2
Work of failure 4 86.3 Joules
Cracking tolerance index 4 304
Specimen air voids 5 6.7 %
Specimen thickness 5 62 mm
Specimen diameter 5 150 mm
Displacement 5 5.2 mm
Peak load 5 no data
Absolute value of the post-peak slope 5 1274 N/m
Failure energy 5 8406 Joules/m^2
Work of failure 5 78.2 Joules
Cracking tolerance index 5 227
Specimen air voids 6 6.8 %
Specimen thickness 6 62 mm
Specimen diameter 6 150 mm
Displacement 6 5.9 mm
Peak load 6 no data
Absolute value of the post-peak slope 6 1169 N/m
Failure energy 6 9613 Joules/m^2
Work of failure 6 89.4 Joules
Cracking tolerance index 6 325