Summary for Test 2023-03-27-6-1
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 214989 DEA: 050L7224 EFIS: 0515000098 |
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DIST-CO-RTE-PM | 05-SLO-1-34.5 |
Award Date | 10/13/2021 |
Closeout Date | Not set |
Work Description | REPLACE BRIDGE. |
Location Description | SAN LUIS OBISPO COUNTY NEAR MORRO BAY AT OLD CREEK BRIDGE |
QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
Sample Taken Date | 03/27/2023 | Sample Unique Key | 6 |
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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 | 03/27/2023 |
Sample type | Quality Assurance | A brief description of the sample | Class 3 Aggregate Base |
The quantity of what the sample constitutes | 2500 Sq. Ft. | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Larry | Last name of sampler or witnessed by | SCOTT |
Title of sampler | TET | Telephone number of sampler | 8052346493 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Negranti | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Old Creek Bridge |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-40-0011 |
---|---|---|---|
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 | 3 different locations @ abutment 4 | |
Where the material sample would have been placed if not sampled | Abutment 4 | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-03-27-6
DIME Test ID: 2023-03-27-6-1
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-03-27
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: isaac larey-chezem
Date of test: 03/27/2023
In-place wet density: 2.42
Highest adjust wet density: 2.44
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 99
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/27/2023 ✔