Summary for Test 2023-09-05-77-1
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 | 09/05/2023 | Sample Unique Key | 77 |
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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 | 09/05/2023 |
Sample type | Department Acceptance | A brief description of the sample | Class 2 Aggregate Base |
The quantity of what the sample constitutes | 500-1000 Ton | From where was the sample collected | Job Site |
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 | Crushed recycled on site | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | NB Tul 99 J St , Windrow, J St realignment |
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 | On 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: 2023-09-05-77
DIME Test ID: 2023-09-05-77-1
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: 2023-11-09
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: Doug Ruff
Date of test: 09/05/2023
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 82 %
Cumulative percent passing the 3/8 in. sieve: 72 %
Cumulative percent passing the #4 sieve: 54 %
Cumulative percent passing the #8 sieve: 44 %
Cumulative percent passing the #16 sieve: 38 %
Cumulative percent passing the #30 sieve: 31 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 15 %
Cumulative percent passing the #200 sieve: 11 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/9/2023 ✔