Summary for Test 2023-10-23-28-5
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 994408 DEA: 051K03U4 EFIS: 0522000026 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-101-10.02/10.5 |
| Award Date | 10/04/2022 |
| Closeout Date | Not set |
| Work Description | !!PLEASE CC Office Engineer Barbara Riccardi on reports to RE and SR!! Construct 2 roundabouts in Montecito along US 101. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/29/2022) |
Sample Information
| Sample Taken Date | 10/23/2023 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/23/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete Test Samples | The quantity of what the sample constitutes | 20 CY |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Jesse |
| Last name of sampler or witnessed by | Gomez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CEMEX Santa Barbara | |
| 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 | 1625995 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 30903299 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | 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: 2023-10-23-28
DIME Test ID: 2023-10-23-28-5
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-12-05
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?: Yes
Input Type: Measured
Tester's full name: Daniel Ortega
Date of test: 11/03/2023
Identification number: 0
Width of specimen: 6.0 inch
Width of specimen 2: 6.0 inch
Depth of specimen: 6.1 inch
Depth of specimen 2: 6.1 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 7390 lb
Maximum load applied 2: 7480 lb
Correction Factor: 1
Correction Factor 2: 1
Curing history and apparent moisture condition of the specimen: Water Bath
If specimen was capped, ground or if leather shims were used: Leather Shims
Defects in specimen: 0
Age of specimen: 11 days
Age of specimen in hours: 0 hours
Modulus of rupture: 605 psi
Modulus of rupture 2: 605 psi
Modulus of rupture average: 605 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/5/2023 ✔