Summary for Test 2024-09-26-68-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 210829 DEA: 07302904 EFIS: 0713000478 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-C43.9/C46.4 |
| Award Date | 01/13/2016 |
| Closeout Date | 06/25/2019 |
| Work Description | REPLACE CONCRETE SLABS/PAVEMENT. |
| Location Description | IN LA, RT 5 TRUCK LANES CNTY LN ROAD OVERHEAD TO 0.2 MILE SOUTH OF WELDON CANYON OVERCROSSING |
| QA Service Level | 1 (Verified on 12/16/2015) |
Sample Information
| Sample Taken Date | 09/26/2024 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 09/26/2024 |
| Sample type | Acceptance | A brief description of the sample | C-54, Galvez and CA-27 |
| The quantity of what the sample constitutes | 64 sy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Caesar | Last name of sampler or witnessed by | Ramirez |
| Title of sampler | Transportation Engineer Civil | Telephone number of sampler | 8189748391 |
| Laboratory sample identification | 24-2974 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Job Site | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | C-54, Galvez and CA-27 | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Aggregate Base |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | C-54, Galvez and CA-27 | |
| Where the material sample would have been placed if not sampled | Job Site |
Test Details
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DIME Sample ID: 2024-09-26-68
DIME Test ID: 2024-09-26-68-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Test Release Date: 2024-10-03
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Caesar Ramirez
Date of test: 10/03/2024
Gage No.: 63092
Test No.: 2
Nuclear By: Caesar Ramirez
Non-Bias Plan No.: NA
Depth: 9"
Material No.: Job Site
Material Type: Aggregate Base
Impact By: Caesar Ramirez
Standard Count Density: 2163 g/cc
Count or Density 1: 2.13 g/cc
Count or Density 2: 2.1 g/cc
Count or Density 3: 2.1 g/cc
Standard Count Moisture: 625 g/cc
Moisture Count 1: 0.23 g/cc
Moisture Count 2: 0.23 g/cc
Moisture Count 3: 0.24 g/cc
Sum of Count or Density: 6.33 g/cc
Average of Count or Density: 2.11 g/cc
Sum of Moisture Count: 0.7 g/cc
Average of Moisture Count: 0.23 g/cc
Calculated Percent Relative Compaction: 94.2 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/3/2024 ✔