Summary for Test 2023-09-27-89-3
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
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DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
Award Date | 04/23/2021 |
Closeout Date | Not set |
Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
Location Description | Not set |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 09/27/2023 | Sample Unique Key | 89 |
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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 | 09/27/2023 |
Sample type | Verification | A brief description of the sample | 3/4" Recycled class 2 AB |
The quantity of what the sample constitutes | 0-500 Ton | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Doug | Last name of sampler or witnessed by | Ruff |
Title of sampler | Consultant Tester | Telephone number of sampler | 5594670032 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | On Site Crushed | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | 06-Tul 99 J St Bridge Median |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 0613000005 |
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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 | job site windrow | |
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
DIME Sample ID: 2023-09-27-89
DIME Test ID: 2023-09-27-89-3
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-11-13
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: Doug Ruff
Date of test: 09/27/2023
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 98 %
Cumulative percent passing the 1/2 in. sieve: 77 %
Cumulative percent passing the 3/8 in. sieve: 66 %
Cumulative percent passing the #4 sieve: 49 %
Cumulative percent passing the #8 sieve: 40 %
Cumulative percent passing the #16 sieve: 32 %
Cumulative percent passing the #30 sieve: 24 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 7 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-360244_37042_230927_SA-55-SR 99 Median | 90.09 KB | 11/13/2023 | 2023-09-27-89-3 | Info |
Test was verified on 11/13/2023 ✔