Sample Record

Owner Lab

  • CT HQ - Sacramento Hot Mix Asphalt Laboratory

DIME Sample ID 2021-10-11-46

Project Information

Project IdentifiersProject ID: 22225
DEA: HMA-RSRCH
EFIS: HMA-RSRCH
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionIn-house research studies for FHWA on Asphalt Mixture Performance Tester (AMPT) and Cracking Tolerance Index of Asphalt Mixtures (IDEAL CT)
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date10/11/2021 Sample Unique Key46
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing10/11/2021
Sample typeVerification A brief description of the sample1/2" HMA-A 3% RAS
The quantity of what the sample constitutes4 buckets From where was the sample collectedOther
First name of sampler or witnessed byErika Last name of sampler or witnessed byGonzalez
Title of samplerTET Telephone number of sampler
Laboratory sample identification021-055 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGeorge Reed - Clements Plant Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot number
Sublot number HMA Mix NumberNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-10-11-46-1ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate TemperatureJames Brewster, CT HQ - Sacramento Hot Mix Asphalt Laboratory10/11/2021James Brewster
No
Specimen 01 *Indirect Tensile Strength Reported in PSI. *Post-peak slope, abs m75 Should be a Negative Number. Info
2021-10-11-46-2ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate TemperatureJames Brewster, CT HQ - Sacramento Hot Mix Asphalt Laboratory10/11/2021James Brewster
No
Specimen 02 *Indirect Tensile Strength Reported in PSI. *Post-peak slope, abs m75 Should be a Negative Number. Info
2021-10-11-46-3ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate TemperatureJames Brewster, CT HQ - Sacramento Hot Mix Asphalt Laboratory10/11/2021James Brewster
No
Specimen 03 *Indirect Tensile Strength Reported in PSI. *Post-peak slope, abs m75 Should be a Negative Number. Info
2021-10-11-46-4ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate TemperatureJames Brewster, CT HQ - Sacramento Hot Mix Asphalt Laboratory10/11/2021James Brewster
No
Specimen 04 *Indirect Tensile Strength Reported in PSI. *Post-peak slope, abs m75 Should be a Negative Number. Info
2021-10-11-46-5ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate TemperatureJames Brewster, CT HQ - Sacramento Hot Mix Asphalt Laboratory10/11/2021James Brewster
No
Specimen 05 *Indirect Tensile Strength Reported in PSI. *Post-peak slope, abs m75 Should be a Negative Number. Info
2021-10-11-46-6ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate TemperatureJames Brewster, CT HQ - Sacramento Hot Mix Asphalt Laboratory10/11/2021James Brewster
No
Specimen 06 *Indirect Tensile Strength Reported in PSI. *Post-peak slope, abs m75 Should be a Negative Number. Info
2021-10-11-46-7ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate TemperatureJames Brewster, CT HQ - Sacramento Hot Mix Asphalt Laboratory10/11/2021James Brewster
No
Specimen 07 *Indirect Tensile Strength Reported in PSI. *Post-peak slope, abs m75 Should be a Negative Number. Info
2021-10-11-46-8ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate TemperatureJames Brewster, CT HQ - Sacramento Hot Mix Asphalt Laboratory10/11/2021James Brewster
No
Specimen 08 *Indirect Tensile Strength Reported in PSI. *Post-peak slope, abs m75 Should be a Negative Number. Info
2021-10-11-46-9ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate TemperatureJames Brewster, CT HQ - Sacramento Hot Mix Asphalt Laboratory10/11/2021James Brewster
No
Specimen 09 *Indirect Tensile Strength Reported in PSI. *Post-peak slope, abs m75 Should be a Negative Number. Info
2021-10-11-46-10ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate TemperatureJames Brewster, CT HQ - Sacramento Hot Mix Asphalt Laboratory10/11/2021James Brewster
No
Specimen 10 *Indirect Tensile Strength Reported in PSI. *Post-peak slope, abs m75 Should be a Negative Number. Info

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2021-10-11-46-1 ASTM D8225-19
DIME Test ID: 2021-10-11-46-2 ASTM D8225-19
DIME Test ID: 2021-10-11-46-3 ASTM D8225-19
DIME Test ID: 2021-10-11-46-4 ASTM D8225-19
DIME Test ID: 2021-10-11-46-5 ASTM D8225-19
DIME Test ID: 2021-10-11-46-6 ASTM D8225-19
DIME Test ID: 2021-10-11-46-7 ASTM D8225-19
DIME Test ID: 2021-10-11-46-8 ASTM D8225-19
DIME Test ID: 2021-10-11-46-9 ASTM D8225-19
DIME Test ID: 2021-10-11-46-10 ASTM D8225-19
DIME Test ID: 2021-10-11-46-11 ASTM D8225-19
DIME Test ID: 2021-10-11-46-12 ASTM D8225-19
DIME Test ID: 2021-10-11-46-13 ASTM D8225-19