Summary for Test 2025-01-30-3-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000144 DEA: 061E2204 EFIS: 0621000227 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-180-R65.3/R66.3 |
| Award Date | 05/03/2024 |
| Closeout Date | 07/14/2025 |
| Work Description | HIGH TENSION CABLE BARRIER AND VEGETATION CONTROL. |
| Location Description | FRESNO COUNTY NEAR FRESNO FROM TEMPERANCE AVENUE UNDERCROSSING TO 0.1 MILE WEST OF DE WOLF AVENUE. |
| QA Service Level | 1 (Verified on 03/04/2024) |
Sample Information
| Sample Taken Date | 01/30/2025 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/30/2025 | Sample type | Acceptance |
| A brief description of the sample | Concrete aggs | The quantity of what the sample constitutes | 9cy |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jonathon |
| Last name of sampler or witnessed by | Chaney | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex Rockfield | |
| 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) | 91-10-0014 |
|---|---|---|---|
| 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 at plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | 1416245 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2025-01-30-3
DIME Test ID: 2025-01-30-3-2
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: 2025-02-03
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: Tomas Silva
Date of test: 01/31/2025
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 96 % | ||||||
| 83 % | ||||||
| 65 % | ||||||
| 38 % | ||||||
| 17 % | ||||||
| 5 % | ||||||
| 2 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/3/2025 ✔
