Summary for Test 2024-06-27-30-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994820 DEA: 060V1104 EFIS: 0616000208 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE,KIN-5,41,198-Var |
| Award Date | 08/31/2023 |
| Closeout Date | 05/09/2025 |
| Work Description | STRATFORD KINGS RIVER BRIDGE REPLACEMENT. |
| Location Description | FRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 09/20/2023) |
Sample Information
| Sample Taken Date | 06/27/2024 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/27/2024 | Sample type | Acceptance |
| A brief description of the sample | Concrete aggs | The quantity of what the sample constitutes | 0-9 cy |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jonathon |
| Last name of sampler or witnessed by | Chaney | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | VIking Hanford | |
| 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) | Viking Hanford |
|---|---|---|---|
| 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 @ Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | NCT09024 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-06-27-30
DIME Test ID: 2024-06-27-30-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-06-29
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: Tomas Silva
Date of test: 06/28/2024
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 98 % | ||||||
| 78 % | ||||||
| 42 % | ||||||
| 22 % | ||||||
| 3 % | ||||||
| 2 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/29/2024 ✔