Summary for Test 2023-05-12-82-1
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 6585 DEA: 120H0014 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-39-9.1 |
| Award Date | 08/16/2006 |
| Closeout Date | 07/28/2010 |
| Work Description | MODIFY SIGNAL AND EXTEND LEFT TURN |
| Location Description | IN ORANGE COUNTY IN HUNTINGTONBEACH AND WESTMINSTER AT EDINGERAVENUE |
| QA Service Level | 1 (Verified on 07/28/2010) |
Sample Information
| Sample Taken Date | 05/12/2023 | Sample Unique Key | 82 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/13/2023 | Sample type | Quality Assurance |
| A brief description of the sample | concerete beams | The quantity of what the sample constitutes | 3 beams |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Johnny Cuong |
| Last name of sampler or witnessed by | Do | Title of sampler | |
| Telephone number of sampler | 7143066148 | Laboratory sample identification | 23-0160 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Robertsons-Anaheim | |
| 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 | LB060008 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 000 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | AT THE JOB SITE | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-05-12-82
DIME Test ID: 2023-05-12-82-1
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-06-10
Test Results
Number of specimens: 2
Unit system used?: US Units
Does the testing machine measure load or stress on the beam specimen?: Load
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Is a beam dimensional correction factor used?: No
Input Type: Calculated
Tester's full name: Johnny Do
Date of test: 06/09/2023
Identification number: 23-0160
Width of specimen: 6.0 inch
Width of specimen 2: 6.0 inch
Depth of specimen: 6.0 inch
Depth of specimen 2: 6.0 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 7835 lb
Maximum load applied 2: 8032 lb
Curing history and apparent moisture condition of the specimen: lime water bath
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen: 0
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Modulus of rupture: 680 psi
Modulus of rupture 2: 710 psi
Modulus of rupture average: 700 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 23-0160 | 270.52 KB | 06/10/2023 | 2023-05-12-82-1 | Info |
Test was verified on 6/10/2023 ✔