Summary for Test 2022-10-25-75-3
Test performed: CTM 217-June 2011Project Information
Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
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DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
Award Date | 04/26/2022 |
Closeout Date | Not set |
Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 10/25/2022 | Sample Unique Key | 75 |
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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 | 10/25/2022 |
Sample type | Quality Control | A brief description of the sample | SL4201CG |
The quantity of what the sample constitutes | 18 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Irwin | Last name of sampler or witnessed by | McMath |
Title of sampler | Field Technician | Telephone number of sampler | |
Laboratory sample identification | S22-065 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Shamrock Materials Petaluma | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | inverts and walls |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Shamrock Petaluma |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | SL4201CG | The fabricator/manufacturer designation for the sample | SL4201CG |
The plant number | A detailed description of where the material sample was collected | at plant | |
Where the material sample would have been placed if not sampled | In Concrete | Primary Aggregate Nominal Size | 1 inch |
The concrete mix design number | SL4201CG | Lot number | |
Sublot number | Aggregate Mix Number |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
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No assigned tests for this sample. |
Test Details
DIME Sample ID: 2022-10-25-75
DIME Test ID: 2022-10-25-75-3
Testing Lab: Pavement Engineers
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-12-16
Test Results
Number of tests: 3
Input Type: Calculated
Tester's full name: Roland Ocansey
Date of test: 10/26/2022
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 5.3
Sand reading (test 1): 4.7
Clay reading (test 2): 5.4
Sand reading (test 2): 4.6
Clay reading (test 3): 5.3
Sand reading (test 3): 4.7
Sand equivalent (test 1): 89
Sand equivalent (test 2): 86
Sand equivalent (test 3): 89
Sand equivalent before temperature correction: 88
Sand equivalent after temperature correction: 88
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/16/2022 ✔