Summary for Test 2024-07-01-72-2
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 99999 DEA: 0322222 |
---|---|
DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
Award Date | Not set |
Closeout Date | Not set |
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. |
QA Service Level | (Verified on 04/05/2013) |
Sample Information
Sample Taken Date | 07/01/2024 | Sample Unique Key | 72 |
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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 testing | 07/04/2024 |
Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A 24% RAP |
The quantity of what the sample constitutes | 750 tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Leif | Last name of sampler or witnessed by | Ayres |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | 2024-07-01-41 | |
The fabricator/manufacturer/facility name | Mercer Fraser B | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Mercer Fraser B |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Static | Stockpile Size (tons) | |
Reclaimed Asphalt Pavement Mix Number |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
---|---|---|
2024-07-16: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-07-01-72-2 |
Test Details
DIME Sample ID: 2024-07-01-72
DIME Test ID: 2024-07-01-72-2
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2024-07-04
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 07/04/2024
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 98 %
Cumulative percent passing the #4 sieve: 71 %
Cumulative percent passing the #8 sieve: 49 %
Cumulative percent passing the #16 sieve: 37 %
Cumulative percent passing the #30 sieve: 27 %
Cumulative percent passing the #50 sieve: 19 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 7.9 %
General comments (publicly viewable) (Max 1000 characters): 24% RAP
Test was verified on 7/16/2024 ✔