Summary for Test 2022-03-01-40-2
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 | 40 |
|---|---|---|---|
| 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 SL4K475WHU | The quantity of what the sample constitutes | 10 cubic yards |
| From where was the sample collected | Source | 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 | 22-0051 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Associate Ready Mix | |
| Transportation Laboratory (TL) Number | 053550 | Inspector Lot Number from the Transportation Laboratory (TL) Form | NA |
| 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 | 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 | |
| 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. | NA | Bag Lot No. | NA |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-03-01-40
DIME Test ID: 2022-03-01-40-2
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: 223819 lb
Maximum load on cylinder 2: 224911 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: 7889.3 psi
Compressive strength of cylinder 2: 7955.8 psi
Compressive strength (to nearest 10 psi): 7920 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/29/2022 ✔