Summary for Test 2024-03-04-41-1
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 | 03/04/2024 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 03/05/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 Concrete Cylinders |
| The quantity of what the sample constitutes | DS-23 Wingwall Footing - 3F36L005 | 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 | DS-23 Wingwall Footings |
Material Information
| Material Type | Concrete | The concrete mix design number | 3F36L005 |
|---|---|---|---|
| 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: 2024-03-04-41
DIME Test ID: 2024-03-04-41-1
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: 2024-04-02
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: 04/01/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 3.99 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 63544 lb
Maximum load on cylinder 2: 59789 lb
Maximum load on cylinder 3: 58361 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 2
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: 12.57 in^2
Cross sectional area of cylinder 2: 12.5 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 5055.2 psi
Compressive strength of cylinder 2: 4783.1 psi
Compressive strength of cylinder 3: 4642.9 psi
Compressive strength (to nearest 10 psi): 4830 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 05-3307C4_370095_CTM 521_KEE_240304_DS-23 WW Footing_28 Day_3x_1 | 84.46 KB | 04/02/2024 | 2024-03-04-41-1 | Info |
Test was verified on 4/2/2024 ✔