Summary for Test 2024-10-11-114-2
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 995524 DEA: 021H3604 EFIS: 0216000040 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-76.8/78.0 |
| Award Date | 03/22/2024 |
| Closeout Date | 12/29/2025 |
| Work Description | REPLACE BRIDGE. |
| Location Description | SISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK |
| QA Service Level | 1 (Verified on 12/27/2023) |
Sample Information
| Sample Taken Date | 10/11/2024 | Sample Unique Key | 114 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/12/2024 | Sample type | Quality Control |
| A brief description of the sample | structural concrete | The quantity of what the sample constitutes | 64 Cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Benjamin |
| Last name of sampler or witnessed by | Basquez | Title of sampler | QC Technician |
| Telephone number of sampler | 5717894194 | Laboratory sample identification | SC3808-1821 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | MSC | |
| 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 | KSTR710 |
|---|---|---|---|
| The truck number from where the sample was collected | First Truck | The batch plant ticket number from where the sample was collected | 3081 |
| Concrete batch plant | Onsite | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Pour Site | 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: 2024-10-11-114
DIME Test ID: 2024-10-11-114-2
Testing Lab: Myers and Sons Construction
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-02-05
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Benjamin Basquez
Date of test: 02/05/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 0 lb
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: 73750 lb
Maximum load on cylinder 2: 70600 lb
Maximum load on cylinder 3: 73620 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
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: 42 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 (to nearest 10 psi): 5780 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 11-01-24 02-1H6304 RTE 96 KSTR710 CIPSC (42 Day Break Report) | 228.61 KB | 02/05/2025 | 2024-10-11-114-2 | Info |
Test was verified on 2/5/2025 ✔