Summary for Test 2024-04-15-78-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-41,46-44.5/45.3,54.0/57.8 |
| Award Date | 02/27/2023 |
| Closeout Date | Not set |
| Work Description | Wye Segment - Route 41/46 Separation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/16/2022) |
Sample Information
| Sample Taken Date | 04/15/2024 | Sample Unique Key | 78 |
|---|---|---|---|
| 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 | 04/16/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 Concrete Cylinders |
| The quantity of what the sample constitutes | Sep. Brdge Abut 3 Shear Key - 3T40H001 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Sal | Last name of sampler or witnessed by | Zepeda |
| Title of sampler | Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Holliday Rock - Paso Robles | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Sep. Bridge Abut 3 Shear Key |
Material Information
| Material Type | Concrete | The concrete mix design number | 3T40H001 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | NA | |
| Concrete batch plant | Holliday Rock Company | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Mix 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: 2024-04-15-78
DIME Test ID: 2024-04-15-78-1
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-05-13
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 05/13/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 3.99 in
Average diameter of cylinder 3: 3.99 in
Maximum load on cylinder 1: 90389 lb
Maximum load on cylinder 2: 100290 lb
Maximum load on cylinder 3: 95118 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.5 in^2
Cross sectional area of cylinder 2: 12.5 in^2
Cross sectional area of cylinder 3: 12.5 in^2
Compressive strength of cylinder 1: 7231.1 psi
Compressive strength of cylinder 2: 8023.2 psi
Compressive strength of cylinder 3: 7609.4 psi
Compressive strength (to nearest 10 psi): 7620 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 05-3307A4_37079_240415_KEE_CTM 521_DS-3 WW_28 Day_3x_1 | 236.40 KB | 05/13/2024 | 2024-04-15-78-1 | Info |
Test was verified on 5/13/2024 ✔