Summary for Test 2024-08-13-73-2
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 993318 DEA: 11423704 EFIS: 1116000059 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-R31.8/R41.7 |
| Award Date | 04/01/2022 |
| Closeout Date | 04/08/2025 |
| Work Description | PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM. |
| Location Description | SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/27/2021) |
Sample Information
| Sample Taken Date | 08/13/2024 | Sample Unique Key | 73 |
|---|---|---|---|
| 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 | 08/15/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete |
| The quantity of what the sample constitutes | 6 beams | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Geoff | Last name of sampler or witnessed by | Swink |
| Title of sampler | Telephone number of sampler | 8584365548 | |
| Laboratory sample identification | 6587-B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite | 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 | G3-22-PCC 307R |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Not Privided | |
| Concrete batch plant | Granite | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | 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: 2024-08-13-73
DIME Test ID: 2024-08-13-73-2
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2024-09-10
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: Measured
Tester's full name: Shawn Rivers
Date of test: 09/10/2024
Identification number: 6587-C
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: 9309 lb
Maximum load applied 2: 9350 lb
Curing history and apparent moisture condition of the specimen: Cure Room
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen: None
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Modulus of rupture: 775 psi
Modulus of rupture 2: 780 psi
Modulus of rupture average: 780 psi
General comments (publicly viewable) (Max 1000 characters): 28 days, 2 Beams, 570 psi @ 28 days.
Test was verified on 9/10/2024 ✔