Summary for Test 2022-09-22-67-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 215697 DEA: 07318204 EFIS: 0715000286 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-Route 1-4.0/4.2 |
| Award Date | 09/15/2021 |
| Closeout Date | 03/02/2026 |
| Work Description | CM/GC Project - Work consists of constructing secant wall and slope restoration |
| Location Description | near Point Mugu State Park 0.4 mile South of Sycamore Canyon Road. |
| QA Service Level | 1 (Verified on 08/26/2021) |
Sample Information
| Sample Taken Date | 09/22/2022 | Sample Unique Key | 67 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/22/2022 | Sample type | Quality Control |
| A brief description of the sample | structural concrete | The quantity of what the sample constitutes | 1 per shift |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jerome |
| Last name of sampler or witnessed by | Ayers | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | A&A Ready Mix | |
| 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 | Concrete | The concrete mix design number | SL4K475WHU |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 6120133 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | wheelbarrow | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-09-22-67
DIME Test ID: 2022-09-22-67-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-10-25
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Carlos Nunez
Date of test: 10/20/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 183340 lb
Maximum load on cylinder 2: 201300 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 0.00
Correction factor for cylinder 2: 0.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.65 in^2
Cross sectional area of cylinder 2: 28.65 in^2
Compressive strength (to nearest 10 psi): 6720 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/25/2022 ✔