Summary for Test 2024-12-18-49-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 995447 DEA: 060X2604 EFIS: 0618000045 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-198-1.6/43.9 |
| Award Date | 03/13/2024 |
| Closeout Date | 07/27/2026 |
| Work Description | REMOVE, INSTALL, AND REPAIR DRAINAGE FACILITIES. |
| Location Description | TULARE COUNTY IN AND NEAR VISALIA AT VARIOUS LOCATIONS FROM 1.6 MILES EAST OF KINGS COUNTY LINE TO 0.2 MILE WEST OF SEQUOIA NATIONAL PARK BOUNDARY |
| QA Service Level | 1 (Verified on 11/16/2023) |
Sample Information
| Sample Taken Date | 12/18/2024 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/19/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete Cylinders | The quantity of what the sample constitutes | Concrete Cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | QC |
| Last name of sampler or witnessed by | QC | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | 57 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Not Given | |
| 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 | 175457 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Not Given | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | QC Supplied | Where the material sample would have been placed if not sampled | DS 130, 133, 135 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-12-18-49
DIME Test ID: 2024-12-18-49-1
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-03-07
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 01/15/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 49133 lb
Maximum load on cylinder 2: 48378 lb
Maximum load on cylinder 3: 47047 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
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: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 3908.8 psi
Compressive strength of cylinder 2: 3848.7 psi
Compressive strength of cylinder 3: 3742.8 psi
Compressive strength (to nearest 10 psi): 3830 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/7/2025 ✔