Summary for Test 2024-05-24-26-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 995361 DEA: 072XF604 EFIS: 0723000126 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33-24.25/27.3 |
| Award Date | 03/01/2023 |
| Closeout Date | Not set |
| Work Description | Rebuild the eroded side slopes, rebuild the damaged shoulders, reconstruct the dike, repair the sinkhole on the shoulder, repair the eroded areas next to EP, behind guardrail, and around the flumes, reinstall guardrail, rebuild RSP, clean the drainage systems, construct a SPW |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 05/24/2024 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 05/24/2024 |
| Sample type | Acceptance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 122 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Lou Ralph | Last name of sampler or witnessed by | Achuela |
| Title of sampler | TET | Telephone number of sampler | 2138170504 |
| Laboratory sample identification | 24-1151 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Subgrade |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at subgrade | |
| Where the material sample would have been placed if not sampled |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-05-24-26
DIME Test ID: 2024-05-24-26-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-05-29
Test Results
Is oversize material: Yes
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 05/24/2024
In-place wet density: 2.17
Percentage passing 3/4 in. sieve: 85 %
Percentage retained on 3/4 in. sieve: 15 %
Specific gravity of material passing 3/4 in. sieve: 2.21
Specific gravity of material retained on 3/4 in. sieve: 2.5 %
% Moisture: 9 %
Optimum Moisture: no data
Coefficient for 3/4 in. aggregate: 1
Corrected density: 2.25
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/29/2024 ✔