Summary for Test 2022-02-12-22-5
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214671 DEA: 07303904 EFIS: 0714000044 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-31.2/37.2 |
| Award Date | 11/25/2020 |
| Closeout Date | 10/11/2023 |
| Work Description | LANE REPLACEMENT |
| Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 01/21/2021) |
Sample Information
| Sample Taken Date | 02/12/2022 | Sample Unique Key | 22 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 03/12/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 1x4 pcc aggregate |
| The quantity of what the sample constitutes | 601c.y-1200 c.y | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | Pham |
| Title of sampler | Telephone number of sampler | 2137924794 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Durbin | Transportation Laboratory (TL) Number | C0212B1 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 5882 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | SMARA 91-19-0023 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | PCC mix | The fabricator/manufacturer designation for the sample | Mix G3-21-PRS-237 |
| The plant number | A detailed description of where the material sample was collected | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Roadway | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | G3-21-PRS-237 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-02-12-22
DIME Test ID: 2022-02-12-22-5
Testing Lab: CT D07 - Plant Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-03-21
Test Results
What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: A.Teledo
Date of test: 02/23/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 518 grams | ||||||
| 0 grams | 100 % | |||||
| 14 grams | 97 % | |||||
| 78 grams | 85 % | |||||
| 176 grams | 66 % | |||||
| 303 grams | 42 % | |||||
| 439 grams | 15 % | |||||
| 500 grams | 3 % | |||||
| 512 grams | 1 % | |||||
| 518 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/21/2022 ✔