Summary for Test 2024-09-08-10-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994895 DEA: 060X2804 EFIS: 0618000049 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-60.1/66.2 |
| Award Date | 08/31/2023 |
| Closeout Date | 12/02/2025 |
| Work Description | COLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA AND RHMA. |
| Location Description | FRESNO COUNTY ABOUT 21 MILES WEST OF MENDOTA FROM SHIELDS AVENUE OVERCROSSING TO MERCED COUNTY LINE |
| QA Service Level | 1 (Verified on 06/27/2023) |
Sample Information
| Sample Taken Date | 09/08/2024 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/09/2024 | Sample type | Acceptance |
| A brief description of the sample | 3/4" Shoulder Backing | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jorge |
| Last name of sampler or witnessed by | Martinez | Title of sampler | ARE |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Coalinga | |
| 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) | 91-10-0005 |
|---|---|---|---|
| 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 | PM. 62.3 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-09-08-10
DIME Test ID: 2024-09-08-10-1
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: 2024-09-09
Test Results
What size aggregate is being tested?: Combined Gradation
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: 09/09/2024
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 87 % | ||||||
| 79 % | ||||||
| 67 % | ||||||
| 53 % | ||||||
| 44 % | ||||||
| 36 % | ||||||
| 24 % | ||||||
| 16 % | ||||||
| 11.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): out on the #4 sieve
Contract Comp.is 35-60
Test was verified on 9/9/2024 ✔