Summary for Test 2024-11-22-33-1
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 | 11/22/2024 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 11/22/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Structural Backfill |
| The quantity of what the sample constitutes | 5.77 SY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Manuel | Last name of sampler or witnessed by | Uy |
| Title of sampler | Materials Tester | Telephone number of sampler | 949-501-6042 |
| Laboratory sample identification | 24-3640 | 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 | Location #20 WB 118 White Oak 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: 2024-11-22-33
DIME Test ID: 2024-11-22-33-1
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: 2024-12-06
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Manuel Uy
Date of test: 12/22/2024
Gage No.: 30515
Test No.: 2
Nuclear By: Manuel Uy
Non-Bias Plan No.: 10
Depth: 11
Material No.: Native Soil
Material Type: Structural Backfill
Impact By: Manuel Uy
Standard Count Density: 2970 g/cc
Count or Density 1: 1156 g/cc
Count or Density 2: 1133 g/cc
Count or Density 3: 1101 g/cc
Standard Count Moisture: 1076 g/cc
Moisture Count 1: 265 g/cc
Moisture Count 2: 267 g/cc
Moisture Count 3: 223 g/cc
Sum of Count or Density: 3390 g/cc
Average of Count or Density: 1130 g/cc
Sum of Moisture Count: 755 g/cc
Average of Moisture Count: 251.67 g/cc
Calculated Percent Relative Compaction: 93.5 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/6/2024 ✔