Summary for Test 2019-04-01-52-7
Test performed: AASHTO T210-15Project Information
| Project Identifiers | Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000 |
|---|---|
| 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 DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | 1 (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 04/01/2019 | Sample Unique Key | 52 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 04/02/2019 |
| Sample type | Verification | A brief description of the sample | 1/2" virgin aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Barrett | Last name of sampler or witnessed by | Felder |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith, Edmonston | Transportation Laboratory (TL) Number | C929876 |
| 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) | 04-03447 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Source | |
| 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 | Not set |
Test Details
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DIME Sample ID: 2019-04-01-52
DIME Test ID: 2019-04-01-52-7
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Test Release Date: 2019-12-30
Test Results
Which test procedure(s) is/are used?: Procedure A and Procedure B
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 04/02/2019
Was strict temperature control maintained?: Yes
What type of water was used?: Distilled
Height of sediment column: 0.6 in
Clay reading: 4.9 in
Sand reading: 3.8 in
Durability Index (coarse): 82
Durability Index (fine): 78
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/30/2019 ✔