Summary for Test 2024-01-11-35-2
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 994408 DEA: 051K03U4 EFIS: 0522000026 |
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DIST-CO-RTE-PM | 05-SLO-101- |
Award Date | 10/04/2022 |
Closeout Date | Not set |
Work Description | !!PLEASE CC Office Engineer Barbara Riccardi on reports to RE and SR!! Construct 2 roundabouts in Montecito along US 101. |
Location Description | Not set |
QA Service Level | 1 (Verified on 12/29/2022) |
Sample Information
Sample Taken Date | 01/11/2024 | Sample Unique Key | 35 |
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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 | 01/11/2024 |
Sample type | Quality Assurance | A brief description of the sample | 1/2 HMA Coldfeed |
The quantity of what the sample constitutes | 0-750 Tons | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Gomez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Santa Paula | 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) | 91-19-0046 |
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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 | Side to Side Discharge | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | 1 | |
Sublot number | 10 | Aggregate Mix Number | 13140 |
Test Details
DIME Sample ID: 2024-01-11-35
DIME Test ID: 2024-01-11-35-2
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-01-19
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?: Yes
Input Type: Calculated
Tester's full name: Doug Ruff
Date of test: 01/11/2024
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 78 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 40 %
Cumulative percent passing the #16 sieve: 29 %
Cumulative percent passing the #30 sieve: 20 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 3.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/19/2024 ✔