Summary for Test 2022-06-08-18-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993771 DEA: 07325204 EFIS: 0716000082 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R36.7/R37.1 |
| Award Date | 02/15/2022 |
| Closeout Date | 01/29/2024 |
| Work Description | San Gabriel River Bridge - CM/GC Project - Hinge And Diaphragm Repairs |
| Location Description | Los Angeles County - LOS ANGELES COUNTY IN IRWINDALE FROM 0.2 MILE EAST OF 0.7 MILE WEST OF IRWINDALE AVENUE OVECROSSING |
| QA Service Level | 1 (Verified on 04/21/2022) |
Sample Information
| Sample Taken Date | 06/08/2022 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 06/08/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Soils on Subgrade |
| The quantity of what the sample constitutes | 75 CY | 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 | 6262096574 |
| Laboratory sample identification | 22-1377 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Flatiron West Inc. | 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 | subgrade |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at subgrade. | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-06-08-18
DIME Test ID: 2022-06-08-18-2
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: 2022-06-11
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: 06/08/2022
Gage No.: 31105
Test No.: 3
Nuclear By: Jacinto Villanueva
Non-Bias Plan No.: 5
Depth: 5
Material No.: on site
Material Type: subgrade
Impact By: Jacinto Villanueva
Standard Count Density: 2233 g/cc
Count or Density 1: 2.13 g/cc
Count or Density 2: 2.12 g/cc
Count or Density 3: 1.88 g/cc
Standard Count Moisture: 592 g/cc
Moisture Count 1: 0.05 g/cc
Moisture Count 2: 0.05 g/cc
Moisture Count 3: 0.06 g/cc
Sum of Count or Density: 6.13 g/cc
Average of Count or Density: 2.04 g/cc
Sum of Moisture Count: 0.16 g/cc
Average of Moisture Count: 0.05 g/cc
Calculated Percent Relative Compaction: 94.2 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/11/2022 ✔