Summary for Test 2024-06-17-82-3
Test performed: CTM 521-June 2012Project Information
| Project Identifiers | Project ID: 995217 DEA: 061F6904 EFIS: 0623000144 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-190-38/57, 39/47, 32/57 |
| Award Date | 02/13/2023 |
| Closeout Date | 11/10/2025 |
| Work Description | Emergency Landslide Repair. Roadway / Slope / Culvert repairs. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/13/2023) |
Sample Information
| Sample Taken Date | 06/17/2024 | Sample Unique Key | 82 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 06/18/2024 |
| Sample type | Acceptance | A brief description of the sample | PCC cylinders retaining wall |
| The quantity of what the sample constitutes | Unknown Quantity | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Angelica | Last name of sampler or witnessed by | Zarate |
| Title of sampler | STRUCTURAL INSPECTOR | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Collected at jobsite | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 185811 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of Truck | 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: 2024-06-17-82
DIME Test ID: 2024-06-17-82-3
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-08-09
Test Results
Number of specimens: 3
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 07/15/2024
Cylinder Diameter, Cylinder 1 (measurement 1): 4 in
Cylinder Diameter, Cylinder 1 (measurement 2): 4 in
Cylinder Diameter, Cylinder 2 (measurement 1): 4 in
Cylinder Diameter, Cylinder 2 (measurement 2): 4 in
Cylinder Diameter, Cylinder 3 (measurement 1): 4 in
Cylinder Diameter, Cylinder 3 (measurement 2): 4 in
Maximum Load, Cylinder 1: 61124 lb
Maximum Load, Cylinder 2: 58491 lb
Maximum Load, Cylinder 3: 62101 lb
Correction factor: 1
Cylinder Age: 28 days
Break Description of Cylinder 1 (if not 'cone'): 2
Break Description of Cylinder 2 (if not 'cone'): 1
Break Description of Cylinder 3 (if not 'cone'): 2
Average Diameter, Cylinder 1: 4 in
Average Diameter, Cylinder 2: 4 in
Average Diameter, Cylinder 3: 4 in
Cross-Sectional Area of Cylinder 1: 12.57 in^2
Cross-Sectional Area of Cylinder 2: 12.57 in^2
Cross-Sectional Area of Cylinder 3: 12.57 in^2
Average Compressive Strength (to nearest 10): 4820 lb/in^2
Compressive Strength of Cylinder 1: 4862.69 lb/in^2
Compressive Strength of Cylinder 2: 4653.22 lb/in^2
Compressive Strength of Cylinder 3: 4940.41 lb/in^2
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/9/2024 ✔