Summary for Test 2022-12-23-2-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993923 DEA: 071XY304 EFIS: 0722000213 |
|---|---|
| DIST-CO-RTE-PM | 07-LA/LA-LA-110-6.60/7.45 |
| Award Date | 03/16/2022 |
| Closeout Date | 07/03/2023 |
| Work Description | Repair slope erosion by re-grading the embankment to match existing slopes and replae damaged concrete drainage ditch per Standard Specifications |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/22/2022) |
Sample Information
| Sample Taken Date | 12/23/2022 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 12/23/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Embankment |
| The quantity of what the sample constitutes | 378 SF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
| Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
| Laboratory sample identification | 22-3207 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Embankment |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Various locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-12-23-2
DIME Test ID: 2022-12-23-2-1
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: 2022-12-23
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 12/23/2022
Gage No.: 60203
Test No.: RE-TEST
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: Random
Depth: 8
Material No.: no data
Material Type: Embankment
Impact By: Michelangelo Sese
Standard Count Density: 2322 g/cc
Count or Density 1: 2.07 g/cc
Count or Density 2: 2.03 g/cc
Count or Density 3: 2 g/cc
Standard Count Moisture: 651 g/cc
Moisture Count 1: 0.22 g/cc
Moisture Count 2: 0.2 g/cc
Moisture Count 3: 0.17 g/cc
Sum of Count or Density: 6.1 g/cc
Average of Count or Density: 2.03 g/cc
Sum of Moisture Count: 0.59 g/cc
Average of Moisture Count: 0.2 g/cc
Calculated Percent Relative Compaction: 94.6 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): NB Rte. 110, PM LA 7.054
Outside Shoulder
Top of Slope
Test was verified on 12/23/2022 ✔