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Testing Report for 2018-01-25-9-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 07288604
EFIS: 0700021080
Project ID: 208945
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-6.0-9.4
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)
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer:
Structure Rep.:

Sample Information

DIME Sample ID: 2018-01-25-9
TL Number from the TL Form: c946376 L48-002-18
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 1/25/2018
Date that the sample was received by the laboratory/organization performing the testing: 2/12/2018
The quantity of what the sample constitutes: 6x12 Cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: a a ready mix

Material Information

The concrete mix design number: SFI-LWSBS5
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 5800143
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Unknown
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2018-01-25-9-1
Test Method: ASTM C496-17: Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens (Split Tensile Strength)
Date Tested: 3/22/2018
Verified Date: 4/13/2018
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Number of Specimens: 2
Diameter (specimen 1): 6.02 in
Diameter (specimen 2): 6.03 in
Length (specimen 1): 11.94 in
Length (specimen 2): 11.94 in
Maximum applied load indicated by the testing machine (specimen 1): 55110 lbf
Maximum applied load indicated by the testing machine (specimen 2): 51490 lbf
Age (specimen 1): 56 days
Age (specimen 2): 56 days
Split Tensile Strength (specimen 1): 490 psi
Split Tensile Strength (specimen 2): 455 psi
Average Split Tensile Strength: 475 psi