Summary for Test 2022-12-22-62-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993301 DEA: 060U2804 EFIS: 0615000293 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-245-1.4,4.2 |
| Award Date | 01/03/2022 |
| Closeout Date | 05/09/2025 |
| Work Description | PRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL. |
| Location Description | TULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/11/2021) |
Sample Information
| Sample Taken Date | 12/22/2022 | Sample Unique Key | 62 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/12/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Type II Cement Concrete Agg | The quantity of what the sample constitutes | 90 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Bandy |
| Last name of sampler or witnessed by | Ahmed | Title of sampler | Structure Representative |
| Telephone number of sampler | (559) 284 9223 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Viking Ready Mix Visalia | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Tul 245 Kaweah- Yokohl Bridges Wood Land | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | ND22023 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 897510 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Job site | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-12-22-62
DIME Test ID: 2022-12-22-62-2
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: 2023-04-04
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Shoaib Ahmed
Date of test: 01/19/2023
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: 64027 lb
Maximum load on cylinder 2: 65840 lb
Maximum load on cylinder 3: 70201 lb
Type of fracture pattern of cylinder 1: 2
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 (to nearest 10 psi): 5310 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U2804_37000_221222_SA_28D | 172.75 KB | 04/04/2023 | 2022-12-22-62-2 | Info |
Test was verified on 4/4/2023 ✔