Summary for Test 2024-06-21-97-3
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000293 DEA: 041X3204 EFIS: 0424000308 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-1-38.58 |
| Award Date | 02/22/2024 |
| Closeout Date | Not set |
| Work Description | Construct soldier pile wall, repair east side slide w/ concrete canvass, reconstruct roadway, reconstruct metal beam guardrail, pavement delineation, install structural shotcrete, stain concrete/shotcrete, install cable railing, and install erosions contr |
| Location Description | Ocean Cove (North) Emergency Wall at Walsh Landing |
| QA Service Level | 1 (Verified on 04/23/2024) |
Sample Information
| Sample Taken Date | 06/21/2024 | Sample Unique Key | 97 |
|---|---|---|---|
| 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 | 06/21/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PCC agg |
| The quantity of what the sample constitutes | ~30 CY | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Valdez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Pet-24-280 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | River Ready Forestville | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | North ocean cove retaining wall piles | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-49-0004 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Conveyer Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | 72203043F | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-06-21-97
DIME Test ID: 2024-06-21-97-3
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-08-21
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: Calculated
Tester's full name: Cody Cordero
Date of test: 06/21/2024
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 84 % | ||||||
| 52 % | ||||||
| 41 % | ||||||
| 23 % | ||||||
| 11 % | ||||||
| 2.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/21/2024 ✔