Summary for Test 2023-01-06-51-2
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 993301 DEA: 060U2804 EFIS: 0615000293 |
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DIST-CO-RTE-PM | 06-TUL-245-1.4,4.2 |
Award Date | 01/03/2022 |
Closeout Date | Not set |
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 | 01/06/2023 | Sample Unique Key | 51 |
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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 | 01/06/2023 |
Sample type | Quality Assurance | A brief description of the sample | Type II Cement Agg 4x8 Concrete Cylinders |
The quantity of what the sample constitutes | Kaweah Bridge Column | 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 Bridge Colmn , WoodLake |
Material Information
Material Type | Concrete | The concrete mix design number | ND22023 |
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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 | Cylinders Fabricated at the site | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-01-06-51
DIME Test ID: 2023-01-06-51-2
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: 2023-04-03
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jason Ruiz
Date of test: 12/16/2022
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: 56411 lb
Maximum load on cylinder 2: 57087 lb
Maximum load on cylinder 3: 55779 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 0 in^2
Cross sectional area of cylinder 2: 0 in^2
Cross sectional area of cylinder 3: 0 in^2
Compressive strength (to nearest 10 psi): 0 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-0U2804_37000_221202_SA_14D | 171.78 KB | 04/03/2023 | 2023-01-06-51-2 | Info |
Test was verified on 4/3/2023 ✔