Summary for Test 2024-03-12-19-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214697 DEA: 07307104 EFIS: 0714000213 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-32.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CONSTRUCT BRIDGE. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 03/12/2024 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 03/12/2024 |
| Sample type | Department Acceptance | A brief description of the sample | Soil for Structure Backfill |
| The quantity of what the sample constitutes | 150 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 | 24-0442 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | C. A. Rasmussen, Inc. | 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 | Structural Backfill |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at Structural Backfill | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-03-12-19
DIME Test ID: 2024-03-12-19-1
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: 2024-03-25
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 03/12/2024
Gage No.: 31104
Test No.: 2
Nuclear By: Lou Ralph Achuela
Non-Bias Plan No.: 7
Depth: 7''
Material No.: On-Site
Material Type: Structural Backfill
Impact By: Lou Ralph Achuela
Standard Count Density: 2037 g/cc
Count or Density 1: 1185 g/cc
Count or Density 2: 1326 g/cc
Count or Density 3: 1353 g/cc
Standard Count Moisture: 657 g/cc
Moisture Count 1: 144 g/cc
Moisture Count 2: 112 g/cc
Moisture Count 3: 125 g/cc
Sum of Count or Density: 3864 g/cc
Average of Count or Density: 1288 g/cc
Sum of Moisture Count: 381 g/cc
Average of Moisture Count: 127 g/cc
Count Ratio Density: 0.63
Count Ratio Moisture: 0.19
Calculated Percent Relative Compaction: 96.3 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2024 ✔