Summary for Test 2021-08-20-53-7
Test performed: AASHTO T30-19
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Project Information
Project Identifiers | Project ID: 214114 DEA: 040A5394 EFIS: 0418000244 |
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DIST-CO-RTE-PM | 04-SOL-80,12-11.4/12.8, 2.1/2.8 |
Award Date | Not set |
Closeout Date | 02/24/2023 |
Work Description | Widen EB SR-12 Connector, Construct 3 ramps & 2 box girder bridges, remove existing bridge, etc. |
Location Description | I-80/I-680/Route 12 Interchange |
QA Service Level | 1 (Verified on 04/23/2019) |
Sample Information
Sample Taken Date | 08/20/2021 | Sample Unique Key | 53 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/20/2021 |
Sample type | Verification | A brief description of the sample | 4 Bags of Mix Aggregates |
The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Tarech CA | Last name of sampler or witnessed by | CA |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Syar Indunsties Lake Herman Batch | 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) | 91-48-0002::LAKE HERMAN QUARRY |
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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 | Syar Vallejo | |
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 | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-20-53
DIME Test ID: 2021-08-20-53-7
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-09-22
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Nicholas Shelly
Date of test: 09/08/2021
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 99.2 %
Cumulative percent passing the #4 sieve: 74.8 %
Cumulative percent passing the #8 sieve: 52.9 %
Cumulative percent passing the #16 sieve: 39.1 %
Cumulative percent passing the #30 sieve: 29.9 %
Cumulative percent passing the #50 sieve: 22.3 %
Cumulative percent passing the #100 sieve: 14.7 %
Cumulative percent passing the #200 sieve: 11.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/22/2021 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.