Summary for Test 2023-03-03-7-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994093 DEA: 07342804 EFIS: 0717000331 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-14-R27.0/R28.1 |
| Award Date | 09/21/2022 |
| Closeout Date | 09/24/2024 |
| Work Description | CONSTRUCT CATCHMENT WALL, ROCK SCALING AND CONCRETE BARRIER. |
| Location Description | LOS ANGELES COUNTY IN SANTA CLARITA FROM THE NEWHALL AVENUE UNDERCROSSING TO 0.1 MILE SOUTH OF PLACERITA CANYON ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/20/2022) |
Sample Information
| Sample Taken Date | 03/03/2023 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 03/03/2023 |
| Sample type | Department Acceptance | A brief description of the sample | WCS PCC Aggregate |
| The quantity of what the sample constitutes | 180 CY | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Hopkins |
| Title of sampler | Plant Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | National Ready Mix Santa Clarita | Transportation Laboratory (TL) Number | C030323C |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0046 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | LCB | The fabricator/manufacturer designation for the sample | |
| The plant number | National Ready Mix Santa Clarita | A detailed description of where the material sample was collected | Conveyor Belt |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
| The concrete mix design number | S30C396L0A | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-03-03-7
DIME Test ID: 2023-03-03-7-1
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: 2023-03-08
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: Kevin Hopkins
Date of test: 03/03/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 501 grams | ||||||
| 0.0 grams | 100 % | |||||
| 13.0 grams | 97 % | |||||
| 82.0 grams | 84 % | |||||
| 184.0 grams | 63 % | |||||
| 304.0 grams | 39 % | |||||
| 417.0 grams | 17 % | |||||
| 478.0 grams | 5 % | |||||
| 489.0 grams | 2 % | |||||
| 489.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/8/2023 ✔