Summary for Test 2023-07-28-27-1
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 | 07/28/2023 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 07/28/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Soil for Structure Backfill |
| The quantity of what the sample constitutes | 98 yd2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Rosauro | Last name of sampler or witnessed by | Nogoy |
| Title of sampler | TEC | Telephone number of sampler | 213793931 |
| Laboratory sample identification | 23-1172 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/A | 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 | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Structural Backfill | A detailed description of where the material sample was collected | From various locations at backfill |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-07-28-27
DIME Test ID: 2023-07-28-27-1
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: 2023-07-31
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Rosauro Nogoy
Date of test: 07/28/2023
Gage No.: 60202
Test No.: no data
Nuclear By: Rosauro Nogoy
Non-Bias Plan No.: Random
Depth: 12
Material No.: Onsite
Material Type: Structural backfill
Impact By: Rosauro Nogoy
Standard Count Density: 2315 g/cc
Count or Density 1: 2.04 g/cc
Count or Density 2: 2.03 g/cc
Count or Density 3: 1.89 g/cc
Standard Count Moisture: 630 g/cc
Moisture Count 1: 0.21 g/cc
Moisture Count 2: 0.25 g/cc
Moisture Count 3: 0.23 g/cc
Sum of Count or Density: 5.96 g/cc
Average of Count or Density: 1.99 g/cc
Sum of Moisture Count: 0.69 g/cc
Average of Moisture Count: 0.23 g/cc
Calculated Percent Relative Compaction: 95.1 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/31/2023 ✔