Summary for Test 2022-02-12-22-3
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
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: 2022-02-12-22
DIME Test ID: 2022-02-12-22-3
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: 2022-03-11
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - Coarse 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.Behjati
Date of test: 02/19/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1066 grams | ||||||
| 0 grams | 100 % | |||||
| 185 grams | 83 % | |||||
| 908 grams | 15 % | |||||
| 1013 grams | 5 % | |||||
| 1066 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/11/2022 ✔