Summary for Test 2023-05-24-77-1
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 215129 DEA: 050N73U4 EFIS: 0520000166 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-7.3/9.6 |
| Award Date | 10/22/2020 |
| Closeout Date | 12/11/2023 |
| Work Description | !!Please CC Office Engineer Gabrielle Herrera on reports to RE and SR!! Segment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar, |
| Location Description | SUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/24/2020) |
Sample Information
| Sample Taken Date | 05/24/2023 | Sample Unique Key | 77 |
|---|---|---|---|
| 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 | 06/12/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Concrete beams |
| The quantity of what the sample constitutes | 400 CY | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Dorell | Last name of sampler or witnessed by | Harper |
| Title of sampler | Telephone number of sampler | 6692889248 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granites Portable Plant | 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 | 231R |
|---|---|---|---|
| The truck number from where the sample was collected | 1983 | The batch plant ticket number from where the sample was collected | 12678 |
| Concrete batch 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: 2023-05-24-77
DIME Test ID: 2023-05-24-77-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-06-30
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: 06/12/2023
Identification number: 1
Width of specimen: 6 inch
Width of specimen 2: 6 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: 7930 lb
Maximum load applied 2: 7890 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: 0
Defects in specimen: 0
Age of specimen: 18 days
Age of specimen in hours: 0 hours
Modulus of rupture: 650 psi
Modulus of rupture 2: 645 psi
Modulus of rupture average: 650 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/30/2023 ✔