Summary for Test 2024-02-08-20-1
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 214649 DEA: 07316004 EFIS: 0715000194 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-14-60.70 |
| Award Date | 02/07/2023 |
| Closeout Date | Not set |
| Work Description | REHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES. |
| Location Description | ROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE. |
| QA Service Level | 1 (Verified on 01/29/2020) |
Sample Information
| Sample Taken Date | 02/08/2024 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 02/08/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3 Concrete Beams JPCP |
| The quantity of what the sample constitutes | 10 cubic yards | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Aleksey | Last name of sampler or witnessed by | Souglobov |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 24-0305 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/A | 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 | SCI-12622-1 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 12 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | 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: 2024-02-08-20
DIME Test ID: 2024-02-08-20-1
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2024-03-26
Test Results
Number of specimens: 3
Unit system used?: US Units
Does the testing machine measure load or stress on the beam specimen?: Stress
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: Aleksey Souglobov
Date of test: 03/21/2024
Identification number: 24-0305
Width of specimen: 6.05 inch
Width of specimen 2: 6.00 inch
Width of specimen 3: 6.10 inch
Depth of specimen: 6.00 inch
Depth of specimen 2: 6.05 inch
Depth of specimen 3: 6.10 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum recording: 6748 psi
Maximum recording 2: 6600 psi
Maximum recording 3: 6882 psi
Correction Factor: 1
Correction Factor 2: 1
Correction Factor 3: 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: 42 days
Age of specimen in hours: 0 hours
Modulus of rupture: 6750 psi
Modulus of rupture 2: 6600 psi
Modulus of rupture 3: 6880 psi
Modulus of rupture average: 6745 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/26/2024 ✔