Summary for Test 2024-06-24-72-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
| Award Date | 02/16/2022 |
| Closeout Date | 09/02/2025 |
| Work Description | Cholame Segment |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
| Sample Taken Date | 06/24/2024 | Sample Unique Key | 72 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/24/2024 | Sample type | Dispute Resolution |
| A brief description of the sample | Class 1 ASB- Grindings - 1106+50-1111+00 2nd Lift | The quantity of what the sample constitutes | 458 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kyle |
| Last name of sampler or witnessed by | Engen | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Papich Construction | |
| 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) | Old Hwy 46 E Grindings - Jobsite |
|---|---|---|---|
| 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 | Windrow | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-06-24-72
DIME Test ID: 2024-06-24-72-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-07-24
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 07/19/2024
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 42623 grams | ||||||
| 5656.5 grams | 87 % | |||||
| 0.0 grams | 87 % | |||||
| 0.0 grams | 87 % | |||||
| 386.2 grams | 86 % | |||||
| 289.7 grams | 85 % | |||||
| 1065.4 grams | 83 % | |||||
| 3885.0 grams | 74 % | |||||
| 3069.2 grams | 66 % | |||||
| 6434.0 grams | 51 % | |||||
| 494.8 grams | ||||||
| 98.4 grams | 41 % | |||||
| 84.2 grams | 32 % | |||||
| 82.6 grams | 24 % | |||||
| 79.5 grams | 15 % | |||||
| 53.4 grams | 10 % | |||||
| 29.0 grams | 7 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/24/2024 ✔