Summary for Test 2023-04-05-17-5
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
| Award Date | 04/26/2021 |
| Closeout Date | 08/31/2026 |
| Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 04/05/2023 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/05/2023 | Sample type | Quality Assurance |
| A brief description of the sample | JPCP pour | The quantity of what the sample constitutes | 76 |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Neale |
| Last name of sampler or witnessed by | Brown | Title of sampler | |
| Telephone number of sampler | 6615498281 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | tulare concrete plant | |
| 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 | 72444NOM |
|---|---|---|---|
| The truck number from where the sample was collected | 0697 | The batch plant ticket number from where the sample was collected | 123820 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | back of truck load 8 | 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: 2023-04-05-17
DIME Test ID: 2023-04-05-17-5
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-04-14
Test Results
Number of specimens: 3
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: Measured
Tester's full name: James Watson
Date of test: 04/14/2023
Identification number: 96
Width of specimen: 6.0 inch
Width of specimen 2: 6.0 inch
Width of specimen 3: 6.0 inch
Depth of specimen: 6.1 inch
Depth of specimen 2: 6.2 inch
Depth of specimen 3: 6.1 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 7050 lb
Maximum load applied 2: 6950 lb
Maximum load applied 3: 6690 lb
Curing history and apparent moisture condition of the specimen: Good
If specimen was capped, ground or if leather shims were used: Leather shims were used
Defects in specimen: 0
Age of specimen: 8 days
Age of specimen in hours: 0 hours
Modulus of rupture: 575 psi
Modulus of rupture 2: 555 psi
Modulus of rupture 3: 540 psi
Modulus of rupture average: 555 psi
General comments (publicly viewable) (Max 1000 characters): Field Curing Beam : 550 psi required for opening traffic
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-360244_37052_230405_09D_96 | 185.28 KB | 04/14/2023 | 2023-04-05-17-5 | Info |
Test was verified on 4/14/2023 ✔