Summary for Test 2025-10-22-57-1
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 | 10/22/2025 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/23/2025 | Sample type | Acceptance |
| A brief description of the sample | 4x8 concrete cylinders | The quantity of what the sample constitutes | CCB OF Abut 1R & 2R App Slabs - 3F36S002 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Sal |
| Last name of sampler or witnessed by | Zepeda | Title of sampler | CT Consultant |
| Telephone number of sampler | Laboratory sample identification | 251022 3F36S002-1 | |
| 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 | CCB OF Abut 1R/2R App Slabs | |
| Bid Item | 3857482 |
Material Information
| Material Type | Concrete | The concrete mix design number | 3F36S002 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | NA | |
| Concrete batch plant | 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: 2025-10-22-57
DIME Test ID: 2025-10-22-57-1
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: 2025-11-19
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Isaac Gleffe
Date of test: 11/19/2025
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: 80682 lb
Maximum load on cylinder 2: 80210 lb
Maximum load on cylinder 3: 81217 lb
Type of fracture pattern of cylinder 1: 6
Type of fracture pattern of cylinder 2: 2
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: 1.00
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: 6418.6 psi
Compressive strength of cylinder 2: 6381.1 psi
Compressive strength of cylinder 3: 6461.2 psi
Compressive strength (to nearest 10 psi): 6420 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/19/2025 ✔