Summary for Test 2024-06-07-69-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995157 DEA: 07353904 EFIS: 0718000307 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-17.6 |
| Award Date | 12/04/2023 |
| Closeout Date | 08/20/2025 |
| Work Description | SEISMIC RETROFIT OF BRIDGE, COMPOSITE COLUMN CASING AND CORE CONCRETE. |
| Location Description | LOS ANGELES COUNTY IN LAWNDALE AT ROUTE 405/107 SEPARATION |
| QA Service Level | 1 (Verified on 09/18/2023) |
Sample Information
| Sample Taken Date | 06/07/2024 | Sample Unique Key | 69 |
|---|---|---|---|
| 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 | 06/07/2024 |
| Sample type | Acceptance | A brief description of the sample | Aggregate Base |
| The quantity of what the sample constitutes | 66CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jacinto | Last name of sampler or witnessed by | Villanueva |
| Title of sampler | TEC | Telephone number of sampler | 8182096574 |
| Laboratory sample identification | 24-1404 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Beador Construction | 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 | Aggregate Base |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various location at aggregate base | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-06-07-69
DIME Test ID: 2024-06-07-69-2
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: 2024-06-19
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 06/07/2024
Gage No.: 60247
Test No.: 1
Nuclear By: Jacinto Villanueva
Non-Bias Plan No.: 3
Depth: 8
Material No.: jobsite
Material Type: aggregate base
Impact By: Jacinto Villanueva
Standard Count Density: 2092 g/cc
Count or Density 1: 2.12 g/cc
Count or Density 2: 2.1 g/cc
Count or Density 3: 2.14 g/cc
Standard Count Moisture: 643 g/cc
Moisture Count 1: 0.22 g/cc
Moisture Count 2: 0.23 g/cc
Moisture Count 3: 0.23 g/cc
Sum of Count or Density: 6.36 g/cc
Average of Count or Density: 2.12 g/cc
Sum of Moisture Count: 0.68 g/cc
Average of Moisture Count: 0.23 g/cc
Calculated Percent Relative Compaction: 96.8 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/19/2024 ✔