Summary for Test 2018-04-05-6-1
Test performed: ASTM C496-17Project Information
Project Identifiers | Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 |
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DIST-CO-RTE-PM | 07-LA-710-6.0-9.4 |
Award Date | 09/02/2011 |
Closeout Date | Not set |
Work Description | Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing. |
Location Description | Port of Long Beach (District 7) |
QA Service Level | 1 (Verified on 06/03/2013) |
Sample Information
Sample Taken Date | 04/05/2018 | Sample Unique Key | 6 |
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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 | 04/10/2018 |
Sample type | Quality Assurance | A brief description of the sample | concrete cylinders for splitting tensile |
The quantity of what the sample constitutes | 2 concrete cylinders for splitting tensile | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Brannon | Last name of sampler or witnessed by | Sherri |
Title of sampler | QAI | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | field | Transportation Laboratory (TL) Number | L48-016-18 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | SFI-LWSBS5 |
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The truck number from where the sample was collected | 418 | The batch plant ticket number from where the sample was collected | 425975 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | field | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-04-05-6
DIME Test ID: 2018-04-05-6-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C496-17: Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens (Split Tensile Strength)
Test Release Date: 2018-05-03
Test Results
Number of Specimens: 2
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 05/03/2018
Diameter (specimen 1): 6.01 in
Diameter (specimen 2): 6.02 in
Length (specimen 1): 12 in
Length (specimen 2): 11.99 in
Maximum applied load indicated by the testing machine (specimen 1): 38580 lbf
Maximum applied load indicated by the testing machine (specimen 2): 32460 lbf
Age (specimen 1): 28 days
Age (specimen 2): 28 days
Split Tensile Strength (specimen 1): 340 psi
Split Tensile Strength (specimen 2): 285 psi
Average Split Tensile Strength: 315 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/3/2018 ✔