Summary for Test 2018-06-06-8-1
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 | 06/06/2018 | Sample Unique Key | 8 |
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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 | 06/11/2018 |
Sample type | Quality Assurance | A brief description of the sample | concrete cylinders |
The quantity of what the sample constitutes | 2 cylinders | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | sherri | Last name of sampler or witnessed by | brannon |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | PRE CAST | Transportation Laboratory (TL) Number | L48-035-18 |
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 | Unknown | The batch plant ticket number from where the sample was collected | 5903361 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Fabricator | 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: 2018-06-06-8
DIME Test ID: 2018-06-06-8-1
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: 2018-07-05
Test Results
Number of Specimens: 2
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 07/05/2018
Diameter (specimen 1): 6.03 in
Diameter (specimen 2): 6.03 in
Length (specimen 1): 12 in
Length (specimen 2): 11.99 in
Maximum applied load indicated by the testing machine (specimen 1): 31840 lbf
Maximum applied load indicated by the testing machine (specimen 2): 33760 lbf
Age (specimen 1): 29 days
Age (specimen 2): 29 days
Split Tensile Strength (specimen 1): 280 psi
Split Tensile Strength (specimen 2): 295 psi
Average Split Tensile Strength: 290 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/5/2018 ✔