Summary for Test 2023-03-02-9-1
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 213750 DEA: 120K0224 EFIS: 1214000097 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-14.5/17.1 |
| Award Date | 03/05/2019 |
| Closeout Date | Not set |
| Work Description | South County Improvement Project (Phase 2 - Oso/Alicia) CONST BRIDGES, RW, SW, HMA PVMT, JPCP, DRAINAGE, AND ELECT SYSTEMS. |
| Location Description | ORANGE COUNTY IN MISSION VIEJO AND LAGUNA HILLS FROM 0.7 MILE SOUTH OF OSO PARKWAY OVERCROSSING TO 0.3 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING |
| QA Service Level | 1 (Verified on 04/15/2019) |
Sample Information
| Sample Taken Date | 03/02/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 03/02/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1", 3/8" & SAND |
| The quantity of what the sample constitutes | 300 CU.YDS | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | JIMMY CUONG | Last name of sampler or witnessed by | PHAM |
| Title of sampler | Lab Technician | Telephone number of sampler | 9492798487 |
| Laboratory sample identification | 23-0179 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CEMEX - IRVINE | 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 | 1605760 |
|---|---|---|---|
| The truck number from where the sample was collected | 10067844 | The batch plant ticket number from where the sample was collected | 30648130 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Stockpile | 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: 2023-03-02-9
DIME Test ID: 2023-03-02-9-1
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-06-15
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: Calculated
Tester's full name: Dan Morris
Date of test: 06/15/2023
Identification number: 23-0179
Width of specimen: 5.95 inch
Width of specimen 2: 6.05 inch
Depth of specimen: 6.05 inch
Depth of specimen 2: 6.05 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 3840 lb
Maximum load applied 2: 5420 lb
Curing history and apparent moisture condition of the specimen: lime water bath
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen: 0
Age of specimen: 10 days
Age of specimen in hours: 0 hours
Modulus of rupture: 330 psi
Modulus of rupture 2: 460 psi
Modulus of rupture average: 400 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 23-0179 | 211.72 KB | 06/15/2023 | 2023-03-02-9-1 | Info |
Test was verified on 6/15/2023 ✔