Summary for Test 2023-08-29-46-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215314 DEA: 07333004 EFIS: 0716000298 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5,5-15.1/22.9 |
| Award Date | 10/20/2022 |
| Closeout Date | Not set |
| Work Description | PROJECT PILOT 1 |
| Location Description | LOS ANGELES COUNTY IN AND NEAR LOS ANGELES ON ROUTE 5 FROM 0.1 MILE SOUTH OF CALZONA STREET TO 0.1 MILE SOUTH OF RIVERSIDE DRIVE AND ROUTE 2 AT LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 08/29/2023 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 09/29/2023 |
| Sample type | Acceptance | A brief description of the sample | Soil for structure backfill. |
| The quantity of what the sample constitutes | NA | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 23-413 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | 8232023 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | NA |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | NA | A detailed description of where the material sample was collected | Job site |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-08-29-46
DIME Test ID: 2023-08-29-46-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-09-01
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 09/01/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1074 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 3 grams | 100 % | |||||
| 25 grams | 98 % | |||||
| 521 grams | ||||||
| 157 grams | 68 % | |||||
| 277 grams | 46 % | |||||
| 369 grams | 29 % | |||||
| 441 grams | 15 % | |||||
| 482 grams | 7 % | |||||
| 501 grams | 4 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/1/2023 ✔