Summary for Test 2024-07-01-98-1
Test performed: CTM 521-June 2020Project 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 | 07/01/2024 | Sample Unique Key | 98 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/02/2024 |
| 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: 2024-07-01-98
DIME Test ID: 2024-07-01-98-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-08-05
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: 08/05/2024
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: 59456 lb
Maximum load on cylinder 2: 56482 lb
Maximum load on cylinder 3: 52416 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 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: 4730.0 psi
Compressive strength of cylinder 2: 4493.4 psi
Compressive strength of cylinder 3: 4169.9 psi
Compressive strength (to nearest 10 psi): 4460 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1F6904_37000_240701_28D | 110.87 KB | 08/05/2024 | 2024-07-01-98-1 | Info |
Test was verified on 8/5/2024 ✔