Summary for Test 2023-09-24-13-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-37/40 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PADRE JUAN REHAB |
| Location Description | VEN 101 |
| QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
| Sample Taken Date | 09/24/2023 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 09/24/2023 |
| Sample type | Acceptance | A brief description of the sample | JPCP-RSC Beams |
| The quantity of what the sample constitutes | 130 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
| Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
| Laboratory sample identification | 23-1481 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Rock | 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 | G3-22-PRS-299 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | NA | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Batch Plant Loader Bucket | 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: 2023-09-24-13
DIME Test ID: 2023-09-24-13-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2023-10-04
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?: Yes
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 10/04/2023
Identification number: Set #1
Width of specimen: 6 inch
Width of specimen 2: 6.1875 inch
Width of specimen 3: 5.8125 inch
Depth of specimen: 6.125 inch
Depth of specimen 2: 5.9375 inch
Depth of specimen 3: 6 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8384 lb
Maximum load applied 2: 8047 lb
Maximum load applied 3: 8146 lb
Correction Factor: 1
Correction Factor 2: 1
Correction Factor 3: 1
Curing history and apparent moisture condition of the specimen: Damp
If specimen was capped, ground or if leather shims were used: No
Defects in specimen, including numbers of beams discarded during test: None
Age of specimen: 10 days
Age of specimen in hours: no data
Modulus of rupture: 700 psi
Modulus of rupture 2: 700 psi
Modulus of rupture 3: 740 psi
Modulus of rupture average: 710 psi
General comments (publicly viewable) (Max 1000 characters): NB VEN Rte. 101
Sta. 2061+73 to Sta. 2081+50
Test was verified on 10/4/2023 ✔