Summary for Test 2022-01-19-7-1
Test performed: AASHTO T27-14
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Project Information
| Project Identifiers | Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-R36.9/47.7 |
| Award Date | 01/16/2019 |
| Closeout Date | 01/11/2024 |
| Work Description | CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER |
| Location Description | MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE |
| QA Service Level | 1 (Verified on 10/11/2018) |
Sample Information
| Sample Taken Date | 01/19/2022 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/19/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Aggregate | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Randal |
| Last name of sampler or witnessed by | Burgess, Sr | Title of sampler | TET |
| Telephone number of sampler | (805) 748-5077 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Coalinga | |
| 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) | Granite |
|---|---|---|---|
| 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 | Batch 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 | 9 | |
| Sublot number | 1 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-01-19-7
DIME Test ID: 2022-01-19-7-1
Testing Lab: CT D05 - Big Sur Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-01-21
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: Randal Burgess, Sr
Date of test: 01/19/2022
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 0 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 127.9 % | ||||||
| 1150.3 % | ||||||
| 1782.5 % | ||||||
| 2802 % | ||||||
| 177.4 % | ||||||
| 303.6 % | ||||||
| 375.6 % | ||||||
| 425.8 % | ||||||
| 476.2 % | ||||||
| 4982.7 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Passed
Test was verified on 1/21/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.