Summary for Test 2024-06-13-84-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 995217 DEA: 061F6904 EFIS: 0623000144 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-190-38/57, 39/47, 32/57 |
| Award Date | 02/13/2023 |
| Closeout Date | 11/10/2025 |
| Work Description | Emergency Landslide Repair. Roadway / Slope / Culvert repairs. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/13/2023) |
Sample Information
| Sample Taken Date | 06/13/2024 | Sample Unique Key | 84 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/13/2024 | Sample type | Acceptance |
| A brief description of the sample | PCC cylinders retaining wall | The quantity of what the sample constitutes | Unknown Quantity |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Angelica |
| Last name of sampler or witnessed by | Zarate | Title of sampler | STRUCTURAL INSPECTOR |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Collected at jobsite | |
| 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 | 185811 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of 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: 2024-06-13-84
DIME Test ID: 2024-06-13-84-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-06-20
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Kulwinder Rai
Date of test: 06/20/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar 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: 41627 lb
Maximum load on cylinder 2: 42108 lb
Maximum load on cylinder 3: 42514 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 7 days
Age of specimen in hours: no data
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: 3311.6 psi
Compressive strength of cylinder 2: 3349.9 psi
Compressive strength of cylinder 3: 3382.2 psi
Compressive strength (to nearest 10 psi): 3350 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1F6904_37000_240613_07D | 110.84 KB | 06/20/2024 | 2024-06-13-84-1 | Info |
Test was verified on 6/20/2024 ✔