Summary for Test 2023-01-17-25-3
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-4.4/R7.7 |
| Award Date | 03/01/2021 |
| Closeout Date | Not set |
| Work Description | Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B. |
| Location Description | 101 freeway in Summerland, CA |
| QA Service Level | 1 (Verified on 05/06/2021) |
Sample Information
| Sample Taken Date | 01/17/2023 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 01/17/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 6x6x18 Beam |
| The quantity of what the sample constitutes | 300 yd3 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dorell | Last name of sampler or witnessed by | Harper |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Padaro Concrete Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | CRCP |
Material Information
| Material Type | Concrete | The concrete mix design number | 231 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 11456 | |
| Concrete batch plant | Granite Padaro 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: 2023-01-17-25
DIME Test ID: 2023-01-17-25-3
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-03-30
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: Jesse Gomez
Date of test: 02/16/2023
Identification number: Set 2
Width of specimen: 6.05 inch
Width of specimen 2: 6.05 inch
Depth of specimen: 5.95 inch
Depth of specimen 2: 6.00 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 8850 lb
Maximum load applied 2: 9010 lb
Correction Factor: 1
Correction Factor 2: 1
Curing history and apparent moisture condition of the specimen: 0
If specimen was capped, ground or if leather shims were used: Leather Shims
Defects in specimen: 0
Age of specimen: 29 days
Age of specimen in hours: 0 hours
Modulus of rupture: 745 psi
Modulus of rupture 2: 745 psi
Modulus of rupture average: 745 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/30/2023 ✔