Summary for Test 2023-08-17-32-2
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215648 DEA: 010L0404 EFIS: 0121000044 |
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DIST-CO-RTE-PM | 01-DN-101-12.0/16.5, 12.0-16.5 |
Award Date | 02/17/2021 |
Closeout Date | 05/22/2024 |
Work Description | Slide repair |
Location Description | Not set |
QA Service Level | 1 (Verified on 04/07/2021) |
Sample Information
Sample Taken Date | 08/17/2023 | Sample Unique Key | 32 |
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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 | 08/17/2023 |
Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A 15% RAP AGG |
The quantity of what the sample constitutes | 1 days production | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Lee | Last name of sampler or witnessed by | Renick |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 23-242 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Tidewater | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-08-0002 |
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The fabricator's/manufacturer's product name for the sample | L191742 | The fabricator/manufacturer designation for the sample | |
The plant number | A detailed description of where the material sample was collected | Cold Feed | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-08-17-32
DIME Test ID: 2023-08-17-32-2
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-08-21
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 08/18/2023
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: 97 %
Cumulative percent passing the 3/8 in. sieve: 83 %
Cumulative percent passing the #4 sieve: 49 %
Cumulative percent passing the #8 sieve: 32 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 14 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.4 %
General comments (publicly viewable) (Max 1000 characters): Combined Grading including RAP
Test was verified on 8/21/2023 ✔