Summary for Test 2024-03-07-30-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214487 DEA: 120Q9304 EFIS: 1217000128 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5,133,241-122,241-var |
| Award Date | 05/09/2022 |
| Closeout Date | 12/01/2025 |
| Work Description | 12-0Q930, SHOPP RESERVATION BRIDGE PROJECT - BRIDGE UPGRADE, WINGWALL, SUBSTRUCTURE, DECK, SPALL, JOINT SEAL, CONC. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 12/10/2020) |
Sample Information
| Sample Taken Date | 03/07/2024 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/08/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Reza |
| Last name of sampler or witnessed by | Fard | Title of sampler | Structure Representative |
| Telephone number of sampler | (714)404-1000 | Laboratory sample identification | 24-0086 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Peterson Chase | |
| 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 | 556300 |
|---|---|---|---|
| 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 | Irvine OH Bridge Location 13 Sta 484 82 to 485 88 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-03-07-30
DIME Test ID: 2024-03-07-30-1
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: 2024-04-04
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: 04/04/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 116050 lb
Maximum load on cylinder 2: 119700 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: 28.08 in^2
Cross sectional area of cylinder 2: 28.17 in^2
Compressive strength (to nearest 10 psi): 4190 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 24-0086-28D | 134.73 KB | 04/04/2024 | 2024-03-07-30-1 | Info |
Test was verified on 4/4/2024 ✔