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Sample Record for 2024-04-01-20

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

Project Information

Project ID: 99999 DEA: 0322222 QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Michael Maksimovich Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-04-01-20
TL Number from the TL Form:
Sample Submitted By Organization: UC Pavement Research Center - Davis
Sample Organization Contact: (530) 304-8941
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2024
The quantity of what the sample constitutes: 1000 tons
A brief description of the sample: 1/2 RHMA-G PG64-16 Valero
From where was the sample collected: Source
Laboratory sample identification: UCPRC
Structure unique identifier: 03-SAC-5-32.74
Structure name: Sac 50 Design Build
The fabricator/manufacturer/facility name: Teichert Perkins Batch Plant

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 100
Sublot number: 2
HMA Mix Number: 1234567
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2024-04-01-20-1
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: 10/17/2024
Date Tested: 08/23/2024
Submitted By Organization: UC Pavement Research Center - Davis
Organization Address: 2001 Ghausi Hall,
Organization City: Davis
Organization State: CA
Organization Zipcode: 95616
Organization Email: jbuscheck@ucdavis.edu
Organization Phone: (530) 304-8941
General Comments for this Test: Load Rate
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 no data
Mid term aging protocol no data
Test temperature 25 C
Condition method Condition Chamber
Specimen air voids 6.7 %
Specimen thickness 94.9 mm
Specimen diameter 150.1 mm
Displacement 4.1 mm
Peak load 33.3 kN
Absolute value of the post-peak slope 15889040 N/m
Failure energy 8884 Joules/m^2
Work of failure 82.6567 Joules
Cracking tolerance index 15.2
Specimen air voids 2 6.7 %
Specimen thickness 2 94.9 mm
Specimen diameter 2 150.3 mm
Displacement 2 3.7 mm
Peak load 2 31.1 kN
Absolute value of the post-peak slope 2 7434331 N/m
Failure energy 2 8217 Joules/m^2
Work of failure 2 76.5574 Joules
Cracking tolerance index 2 27.3
Specimen air voids 3 7.4 %
Specimen thickness 3 95.1 mm
Specimen diameter 3 150.1 mm
Displacement 3 3.7 mm
Peak load 3 31.4 kN
Absolute value of the post-peak slope 3 10157414 N/m
Failure energy 3 8393 Joules/m^2
Work of failure 3 78.089 Joules
Cracking tolerance index 3 20.6
Specimen air voids 4 7.4 %
Specimen thickness 4 95.2 mm
Specimen diameter 4 150 mm
Displacement 4 4.7 mm
Peak load 4 32.4 kN
Absolute value of the post-peak slope 4 6954464 N/m
Failure energy 4 10082 Joules/m^2
Work of failure 4 93.7724 Joules
Cracking tolerance index 4 45.1
Specimen air voids 5 6.8 %
Specimen thickness 5 95 mm
Specimen diameter 5 150.1 mm
Displacement 5 4.2 mm
Peak load 5 29.2 kN
Absolute value of the post-peak slope 5 14016911 N/m
Failure energy 5 7703 Joules/m^2
Work of failure 5 71.6716 Joules
Cracking tolerance index 5 15.4

Test

DIME Test ID: 2024-04-01-20-2
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: UC Pavement Research Center - Davis
Organization Address: 2001 Ghausi Hall,
Organization City: Davis
Organization State: CA
Organization Zipcode: 95616
Organization Email: jbuscheck@ucdavis.edu
Organization Phone: (530) 304-8941
Data has not been verified.

Test

DIME Test ID: 2024-04-01-20-3
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: UC Pavement Research Center - Davis
Organization Address: 2001 Ghausi Hall,
Organization City: Davis
Organization State: CA
Organization Zipcode: 95616
Organization Email: jbuscheck@ucdavis.edu
Organization Phone: (530) 304-8941
Data has not been verified.