Summary for Test 2023-01-11-65-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215003 DEA: 040J6204 EFIS: 0414000019 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-12.4/21.9 |
| Award Date | 04/12/2022 |
| Closeout Date | Not set |
| Work Description | REHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES |
| Location Description | ALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE |
| QA Service Level | 1 (Verified on 10/19/2020) |
Sample Information
| Sample Taken Date | 01/11/2023 | Sample Unique Key | 65 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/12/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" Class II Recycled Base | The quantity of what the sample constitutes | 66 cy |
| From where was the sample collected | Source | First name of sampler or witnessed by | Dennis |
| Last name of sampler or witnessed by | Yeung | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Pleasanton Plant | |
| 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) | 91-01-0010 |
|---|---|---|---|
| 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 | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | G333LCBRS315 |
Test Details
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DIME Sample ID: 2023-01-11-65
DIME Test ID: 2023-01-11-65-1
Testing Lab: CT D04 - Pleasanton Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-03-08
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Dennis Yeung
Date of test: 01/18/2023
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 91 % | ||||||
| 72 % | ||||||
| 60 % | ||||||
| 39 % | ||||||
| 28 % | ||||||
| 20 % | ||||||
| 15 % | ||||||
| 10 % | ||||||
| 7 % | ||||||
| 5 % | ||||||
General comments (publicly viewable) (Max 1000 characters): For use in 3/4" Lean Concrete
Base Work
Test was verified on 3/8/2023 ✔