Summary for Test 2023-02-21-85-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 993301 DEA: 060U2804 EFIS: 0615000293 |
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DIST-CO-RTE-PM | 06-TUL-245-1.4,4.2 |
Award Date | 01/03/2022 |
Closeout Date | Not set |
Work Description | PRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL. |
Location Description | TULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE |
QA Service Level | 1 (Verified on 10/11/2021) |
Sample Information
Sample Taken Date | 02/21/2023 | Sample Unique Key | 85 |
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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 | 02/21/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA-A |
The quantity of what the sample constitutes | 800 tons | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Ruiz |
Title of sampler | Consultant Tester | Telephone number of sampler | 5592890420 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Porterville Rock and Recycle PAI | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Unknown |
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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 | Feeder Conveyor Belt | |
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 | 1 | |
Sublot number | 2 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-02-21-85
DIME Test ID: 2023-02-21-85-1
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-05-12
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Doug Ruff
Date of test: 02/21/2023
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 79 %
Cumulative percent passing the 3/8 in. sieve: 66 %
Cumulative percent passing the #4 sieve: 52 %
Cumulative percent passing the #8 sieve: 34 %
Cumulative percent passing the #16 sieve: 20 %
Cumulative percent passing the #30 sieve: 13 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 5.4 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-0U2804_37043_230221_SA_L1SL2-NO-RAPT027 | 116.85 KB | 05/12/2023 | 2023-02-21-85-1 | Info |
Test was verified on 5/12/2023 ✔