Summary for Test 2022-03-01-39-1
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 | Not set |
| Closeout Date | Not set |
| 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 |
|---|---|---|---|
| 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 | 03/03/2022 |
| 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 |
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: 2022-03-01-39-1
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: 2022-03-15
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: 03/15/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 192744 lb
Maximum load on cylinder 2: 191688 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
Correction factor for cylinder 2: 1
Age of specimen: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 6886.2 psi
Compressive strength of cylinder 2: 6802.3 psi
Compressive strength (to nearest 10 psi): 6840 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/15/2022 ✔