Summary for Test 2022-03-01-39-2
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 | 03/01/2022 | Sample Unique Key | 39 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/03/2022 | Sample type | Preliminary |
| A brief description of the sample | PCC cylinder trial batch SL4K55WHU | The quantity of what the sample constitutes | 10 cubic yards |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | A. |
| Last name of sampler or witnessed by | Maghsoudloo | Title of sampler | Assistant Structure Representative |
| Telephone number of sampler | Laboratory sample identification | 22-0050 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Associated Ready Mix | |
| Transportation Laboratory (TL) Number | 053549 | 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 | SL4K455WHU |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | Associated Ready Mix | The fabricator/manufacturer designation for the sample | NA |
| A detailed description of where the material sample was collected | CHUTE FROM TRUCK | Where the material sample would have been placed if not sampled | na |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-03-01-39
DIME Test ID: 2022-03-01-39-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-03-29
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 03/29/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 208349 lb
Maximum load on cylinder 2: 209411 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 7344.0 psi
Compressive strength of cylinder 2: 7407.5 psi
Compressive strength (to nearest 10 psi): 7380 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/29/2022 ✔