Summary for Test 2022-10-07-60-1
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 208973 DEA: 120H1004 EFIS: 1200000180 COOP: 120670 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-405,73,405,605-9.3/24.3 |
| Award Date | 11/07/2016 |
| Closeout Date | Not set |
| Work Description | (Alternative Delivery) San Diego Freeway (I-405) Improvement Project SR-73 to I-605, Design Build Project, Administered by Orange County Transportation Authority, Caltrans METS to perform Source Inspection per RFP. |
| Location Description | Orange and Los Angeles Counties: 12-ORA-405 PM 9.3/24.2 / 07-LA-405 PM 0.0/1.2 12-ORA-22 PM R0.7/R3.8 / 12-ORA-22 PM R0.5/R0.7 12-ORA-73 PM R27.2/R27.8 / 12-ORA-605 PM 3.5/R1.6 07-LA-605 PM R0.0/R1.2 |
| QA Service Level | 1 (Verified on 09/10/2015) |
Sample Information
| Sample Taken Date | 10/07/2022 | Sample Unique Key | 60 |
|---|---|---|---|
| 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 | 10/07/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete beams |
| The quantity of what the sample constitutes | 2 concrete beams+1 extra | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Kreetha | Last name of sampler or witnessed by | Mekchai |
| Title of sampler | Telephone number of sampler | 6265327705 | |
| Laboratory sample identification | 22-0387 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | OC 405 Partners | 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 | G3-18-PCC-127 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | SB Seal Beach ML | 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: 2022-10-07-60
DIME Test ID: 2022-10-07-60-1
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: 2022-11-14
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: 11/04/2022
Identification number: 22-0387
Width of specimen: 6.00 inch
Width of specimen 2: 5.93 inch
Depth of specimen: 6.10 inch
Depth of specimen 2: 6.06 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 7680 lb
Maximum load applied 2: 8040 lb
Curing history and apparent moisture condition of the specimen: Sand pit/Lime water bath (Contract Specs.)
If specimen was capped, ground or if leather shims were used: No
Defects in specimen: 0
Age of specimen: 28 days
Age of specimen in hours: no data
Modulus of rupture: 650 psi
Modulus of rupture 2: 700 psi
Modulus of rupture average: 680 psi
General comments (publicly viewable) (Max 1000 characters): Complies, Required = 570psi
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 22-0387 | 161.42 KB | 11/14/2022 | 2022-10-07-60-1 | Info |
Test was verified on 11/14/2022 ✔