Summary for Test 2023-07-13-12-4
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 994753 DEA: 061E8404 EFIS: 0622000104 |
|---|---|
| DIST-CO-RTE-PM | 06--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
| Sample Taken Date | 07/13/2023 | Sample Unique Key | 12 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/14/2023 |
| Sample type | Department Acceptance | A brief description of the sample | ISR-RSC Beams |
| The quantity of what the sample constitutes | 15 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CTS SHORT LOAD RAPID SET | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-65-GBR |
|---|---|---|---|
| The truck number from where the sample was collected | 15 | The batch plant ticket number from where the sample was collected | 3 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of truck discharge chute | 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: 2023-07-13-12
DIME Test ID: 2023-07-13-12-4
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2023-07-17
Test Results
Number of specimens: 3
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
Fracture occurred at a capped section: No
Is a beam dimensional correction factor used?: No
Input Type: Measured
Tester's full name: James Watson
Date of test: 07/17/2023
Identification number: 60
Width of specimen: 6.0625 inch
Width of specimen 2: 6.125 inch
Width of specimen 3: 6.0625 inch
Depth of specimen: 6.125 inch
Depth of specimen 2: 6.0625 inch
Depth of specimen 3: 6.125 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 6510 lb
Maximum load applied 2: 6650 lb
Maximum load applied 3: 6610 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, including numbers of beams discarded during test: 0
Age of specimen: 3 days
Age of specimen in hours: no data
Modulus of rupture: 540 psi
Modulus of rupture 2: 560 psi
Modulus of rupture 3: 550 psi
Modulus of rupture average: 550 psi
General comments (publicly viewable) (Max 1000 characters): 3 days MOR
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Q9204_37087_220713_60_3D | 108.56 KB | 07/17/2023 | 2023-07-13-12-4 | Info |
Test was verified on 7/17/2023 ✔