Summary for Test 2022-09-22-63-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2 |
| Award Date | 02/05/2021 |
| Closeout Date | Not set |
| Work Description | PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP. |
| Location Description | IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE. |
| QA Service Level | 1 (Verified on 03/24/2021) |
Sample Information
| Sample Taken Date | 09/22/2022 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/22/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Structural Backfill Material | The quantity of what the sample constitutes | 1833 sy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Arnold |
| Last name of sampler or witnessed by | Truong | Title of sampler | MREA |
| Telephone number of sampler | 213-808-4582 | Laboratory sample identification | 22-2493 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Structural Backfill | |
| 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 | Structural Backfill |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Structural Backfill | A detailed description of where the material sample was collected | Structure Backfill |
| Where the material sample would have been placed if not sampled | roadway |
Test Details
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DIME Sample ID: 2022-09-22-63
DIME Test ID: 2022-09-22-63-1
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: 2022-10-17
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 09/22/2022
Gage No.: 60203
Test No.: 2493
Nuclear By: Arnold Truong
Non-Bias Plan No.: 1
Depth: 11
Material No.: structural backfill
Material Type: Structural Backfill
Impact By: Arnold Truong
Standard Count Density: 2.341 g/cc
Count or Density 1: 2.24 g/cc
Count or Density 2: 2.22 g/cc
Count or Density 3: 2.21 g/cc
Count or Density 4: 2.24 g/cc
Count or Density 5: 1.98 g/cc
Standard Count Moisture: 0.649 g/cc
Moisture Count 1: 0.16 g/cc
Moisture Count 2: 0.16 g/cc
Moisture Count 3: 0.16 g/cc
Moisture Count 4: 0.15 g/cc
Moisture Count 5: 0.12 g/cc
Sum of Count or Density: 10.89 g/cc
Average of Count or Density: 2.18 g/cc
Sum of Moisture Count: 0.75 g/cc
Average of Moisture Count: 0.15 g/cc
Calculated Percent Relative Compaction: 92.8 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/17/2022 ✔