Summary for Test 2024-09-03-66-17
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 995524 DEA: 021H3604 EFIS: 0216000040 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-76.8/78.0 |
| Award Date | 03/22/2024 |
| Closeout Date | Not set |
| Work Description | REPLACE BRIDGE. |
| Location Description | SISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK |
| QA Service Level | 1 (Verified on 12/27/2023) |
Sample Information
| Sample Taken Date | 09/03/2024 | Sample Unique Key | 66 |
|---|---|---|---|
| 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 | 09/03/2024 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | Compressive Strength. Aggregate Test Report. Daily Field Placement Report. Qaulity Control Testing Summary |
| The quantity of what the sample constitutes | 1300 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mitchell | Last name of sampler or witnessed by | Whitlock |
| Title of sampler | QC Inspector | Telephone number of sampler | 9165469009 |
| Laboratory sample identification | SC3808 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Moores Sand and Gravel | 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) | 91-47-0014::MOORES GRAVEL |
|---|---|---|---|
| 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 | The material was sampled at 28017 CA-96, Klamath River | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-09-03-66
DIME Test ID: 2024-09-03-66-17
Testing Lab: Myers and Sons Construction
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-02-25
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: Calculated
Tester's full name: Latif Kohistani
Date of test: 10/04/2024
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 94 % | ||||||
| 19 % | ||||||
| 2 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 10-04-24 02-1H6304 RTE 96 KCIDH CIPSC (Aggregates) | 232.06 KB | 02/25/2025 | 2024-09-03-66-17 | Info |
Test was verified on 2/25/2025 ✔