Summary for Test 2022-10-19-68-6
Test performed: CTM 523-July 2012Project Information
| Project Identifiers | Project ID: 215188 DEA: 080F5434 EFIS: 0817000239 Permit Numbers: 0823NMC0369 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-I-15,SR-91-6.1-7.6 |
| Award Date | 03/11/2020 |
| Closeout Date | 06/05/2024 |
| Work Description | I-15 ELC: 15/91 Express Lanes Connector Project (ELC) |
| Location Description | Junction of I-15 and SR-91 in Corona, CA |
| QA Service Level | 1 (Verified on 09/16/2020) |
Sample Information
| Sample Taken Date | 10/19/2022 | Sample Unique Key | 68 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/20/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Concrete beams | The quantity of what the sample constitutes | 4 Beams |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Eduardo Gomez / |
| Last name of sampler or witnessed by | Alberto Pineda-Gonzalez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 3J02A1,3J02A2,3J02B1,3J02B2 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex, Corona | |
| 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 | 1625994 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 4 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | back of concrete truck | 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: 2022-10-19-68
DIME Test ID: 2022-10-19-68-6
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Test Release Date: 2022-11-16
Test Results
What test method is being used?: Third-Point Loading
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Lab procedure used: Method B
Input Type: Calculated
Tester's full name: M. Haque / M. Landaverde
Date of test: 11/16/2022
Identification number: 3J02 B1
Width of specimen: 6 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 8080 lb
Curing history and apparent moisture condition of the specimen: Curing Room, Moist
If specimen was capped, ground or if leather shims were used: Leather Shims
Defects in specimen: No
Age of specimen: 28 days
Modulus of rupture: 690 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/16/2022 ✔