Summary for Test 2022-06-08-18-1
Test performed: CTM 216-June 2011Project 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-06-08-18
DIME Test ID: 2022-06-08-18-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-06-11
Test Results
Is oversize material: Yes
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 06/08/2022
In-place wet density: 2.04
Percentage passing 3/4 in. sieve: 85 %
Percentage retained on 3/4 in. sieve: 15.0 %
Specific gravity of material passing 3/4 in. sieve: 2.17
Specific gravity of material retained on 3/4 in. sieve: 2.5 %
% Moisture: 2.7 %
Optimum Moisture: 2.0 %
Coefficient for 3/4 in. aggregate: 1.0
Corrected density: 2.21
Relative compaction: 92
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/11/2022 ✔