Summary for Test 2022-01-14-13-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215299 DEA: 07260804 EFIS: 0712000104 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10,405-16.6/30.1,4.8/8.7 |
| Award Date | 01/29/2021 |
| Closeout Date | 03/05/2024 |
| Work Description | CONSTRUCT GROSS SOLIDS REMOVAL DEVICES, BIOSWALES AND MEDIA FILTERS. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS ON ROUTE 10 0.1 MILE WEST OF SANTA FE AVENUE TO 0.2 MILE WEST OF COGSWELL ROAD UNDERCROSSING AND ON ROUTE 405 0.1 MILE EAST OF CHEERY AVENUE OVERCROSSING TO 0.1 MILE WEST OF SOUTH ALAMEDA STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 04/05/2021) |
Sample Information
| Sample Taken Date | 01/14/2022 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 01/18/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 3/8" x #8 |
| The quantity of what the sample constitutes | 30 CY | 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 | TET | Telephone number of sampler | 2137924794 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Associated Ready mixed | Transportation Laboratory (TL) Number | C-0114A2 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 5614 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0054::BIG ROCK CREEK - LEBATA |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | PCC mix | The fabricator/manufacturer designation for the sample | mix 557237 |
| The plant number | Downey | A detailed description of where the material sample was collected | Stockpile @ Plant |
| Where the material sample would have been placed if not sampled | RW | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | 557237 | 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: 2022-01-14-13
DIME Test ID: 2022-01-14-13-1
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: 2022-02-16
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: M Tarafdar
Date of test: 01/21/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1685 grams | ||||||
| 0 grams | 100 % | |||||
| 223 grams | 87 % | |||||
| 1392 grams | 17 % | |||||
| 1559 grams | 7 % | |||||
| 1685 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/16/2022 ✔