Summary for Test 2022-12-23-7-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215304 DEA: 010E0814 EFIS: 0118000172 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-20,29,175-Var |
| Award Date | 09/20/2021 |
| Closeout Date | 06/16/2025 |
| Work Description | Replace & widen bridges |
| Location Description | LAKE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 11/04/2020) |
Sample Information
| Sample Taken Date | 12/23/2022 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/23/2022 | Sample type | Quality Control |
| A brief description of the sample | 1 x 4 PCC Aggregate | The quantity of what the sample constitutes | 1 Day |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Fikra |
| Last name of sampler or witnessed by | Jahya | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Point Lakeview Rock and Redi-Mix | |
| Transportation Laboratory (TL) Number | 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) | 2364 |
|---|---|---|---|
| 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 | Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | 36675MFS | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-12-23-7
DIME Test ID: 2022-12-23-7-1
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-12-29
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - 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: Calculated
Tester's full name: Todd Strait
Date of test: 12/27/2022
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 89 % | ||||||
| 46 % | ||||||
| 18 % | ||||||
| 2 % | ||||||
| 1 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/29/2022 ✔