Summary for Test 2023-01-12-54-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994438 DEA: 120U1604 EFIS: 1223000043 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-1-12.07 |
| Award Date | 10/03/2022 |
| Closeout Date | 07/28/2023 |
| Work Description | CONSTRUCT SOLDIER PILE WALL AND PRE-CAST CONCRETE LAGGING, CEMENT SLURRY BACKFILL |
| Location Description | Culvert Failure and Shoulder Lost on SR-1 (PCH) in City of Laguna Beach. |
| QA Service Level | 1 (Verified on 12/15/2022) |
Sample Information
| Sample Taken Date | 01/12/2023 | Sample Unique Key | 54 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/13/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 4x8 concrete cylinders | The quantity of what the sample constitutes | 8 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kenny |
| Last name of sampler or witnessed by | Do | Title of sampler | |
| Telephone number of sampler | 9498727223 | Laboratory sample identification | 23-0001 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Robertson's / Irvine | |
| 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 | RRM20012 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | Batch Plant Trial Batch |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-01-12-54
DIME Test ID: 2023-01-12-54-3
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-05-15
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Dan Morris
Date of test: 01/26/2023
Capped in accordance with?: ASTM C39 - Ground End
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 3.99 in
Maximum load on cylinder 1: 68930 lb
Maximum load on cylinder 2: 67520 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.66 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Compressive strength (to nearest 10 psi): 5430 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/15/2023 ✔