Summary for Test 2024-03-08-29-1
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 | 03/08/2024 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 03/08/2024 |
| Sample type | Department Acceptance | A brief description of the sample | Structure Backfill |
| The quantity of what the sample constitutes | 230 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 | 24-0405 | 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 location at structural backfill | |
| 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: 2024-03-08-29
DIME Test ID: 2024-03-08-29-1
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:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 03/08/2024
Gage No.: 31104
Test No.: 1
Nuclear By: Lou Ralph Achuela
Non-Bias Plan No.: N/A
Depth: 12''
Material No.: On-Site
Material Type: Structural Backfill
Impact By: Lou Ralph Achuela
Standard Count Density: 2028 g/cc
Count or Density 1: 344 g/cc
Count or Density 2: 317 g/cc
Count or Density 3: 354 g/cc
Count or Density 4: 379 g/cc
Count or Density 5: 362 g/cc
Standard Count Moisture: 662 g/cc
Moisture Count 1: 159 g/cc
Moisture Count 2: 119 g/cc
Moisture Count 3: 187 g/cc
Moisture Count 4: 143 g/cc
Moisture Count 5: 154 g/cc
Sum of Count or Density: 1756.00 g/cc
Average of Count or Density: 351.00 g/cc
Sum of Moisture Count: 762.00 g/cc
Average of Moisture Count: 152.00 g/cc
Count Ratio Density: 0.17
Count Ratio Moisture: 0.23
Calculated Percent Relative Compaction: 94.5 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2024 ✔