Summary for Test 2025-01-13-20-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994297 DEA: 07336804 EFIS: 0717000014 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-118-R4.5/R9.1 |
| Award Date | 11/17/2022 |
| Closeout Date | Not set |
| Work Description | PLACE CONCRETE AND INSTALL RAILINGS. |
| Location Description | THE CITY AND COUNTY OF LOS ANGELES FROM 0.1 MILE WEST OF TAMPA AVENUE TO WOODLEY AVENUE |
| QA Service Level | 1 (Verified on 10/06/2022) |
Sample Information
| Sample Taken Date | 01/13/2025 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 01/13/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Structural Backfill |
| The quantity of what the sample constitutes | 2.44 SY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Fernando | Last name of sampler or witnessed by | Carranza |
| Title of sampler | Materials Tester | Telephone number of sampler | 2132384209 |
| Laboratory sample identification | 25-0156 | 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 | WB Route 118 Location #32 EB Ruffner Under Ruffner Bridge | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | N/A |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Structural backfill | The fabricator/manufacturer designation for the sample | Compaction testing |
| The plant number | A detailed description of where the material sample was collected | Jobsite | |
| Where the material sample would have been placed if not sampled | Jobsite | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-01-13-20
DIME Test ID: 2025-01-13-20-1
Testing Lab: Alta Vista Solutions - Whittier
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: 2025-01-17
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Fernando Carranza
Date of test: 01/13/2025
Gage No.: 86217
Test No.: 2
Nuclear By: Fernando Carranza
Non-Bias Plan No.: 6
Depth: 12"
Material No.: Structural Backfill
Material Type: Structural Backfill
Impact By: Fernando Carranza
Standard Count Density: 2504 g/cc
Count or Density 1: 476 g/cc
Count or Density 2: 702 g/cc
Count or Density 3: 531 g/cc
Standard Count Moisture: 782 g/cc
Moisture Count 1: 114 g/cc
Moisture Count 2: 107 g/cc
Moisture Count 3: 105 g/cc
Sum of Count or Density: 1709 g/cc
Average of Count or Density: 569.67 g/cc
Sum of Moisture Count: 326 g/cc
Average of Moisture Count: 108.67 g/cc
Calculated Percent Relative Compaction: 96.7 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/17/2025 ✔