Summary for Test 2022-12-12-22-2
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 | 12/12/2022 | Sample Unique Key | 22 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 12/24/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Type II Cement Concrete Agg 4x8 Cylinders |
| The quantity of what the sample constitutes | Bridge Deck Pour | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Fares | Last name of sampler or witnessed by | Thwabah |
| Title of sampler | Structure Representative | Telephone number of sampler | 5592875457 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Viking Ready Mix Visalia Shirk Rd | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Tul 245 Kaweah Bridge Deck | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | ND14505 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 116206747 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | 4x8 Concrete Cylinders fabricated on job 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: 2022-12-12-22
DIME Test ID: 2022-12-12-22-2
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: 12/30/2022
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: 49910 lb
Maximum load on cylinder 2: 47865 lb
Maximum load on cylinder 3: 47955 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: 7 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): 3860 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/4/2023 ✔