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Testing Report for 2017-04-19-13-1

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

Project Information

DEA: 044K2404
EFIS: 0417000284
Project ID: 212036
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-1-10.9
Work Description: Construct Solier Pile Wall
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Dawit Habteselassie
Structure Rep.: Jeff Kress

Sample Information

DIME Sample ID: 2017-04-19-13
TL Number from the TL Form:
Sample Submitted By Organization: CT SC Sub-unit 3672-104
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 4/19/2017
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 2 6x12 concrete cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: Retaining Wall
Structure name: Retaining Wall
The fabricator/manufacturer/facility name: Shamrock

Material Information

The concrete mix design number: 4700P
The truck number from where the sample was collected: 1808
The batch plant ticket number from where the sample was collected: 153921
Concrete batch plant: 1
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Mix Truck Chute
Where the material sample would have been placed if not sampled: soldier pile wall
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2017-04-19-13-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 5/17/2017
Verified Date: 5/17/2017
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:
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.03 in
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength (to nearest 10 psi): 5860 psi
Maximum load on cylinder 1: 167496 lb
Maximum load on cylinder 2: 166731 lb
Compressive strength of cylinder 1: 5885.3 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 5837.9 psi
Type of fracture pattern of cylinder 2: 1
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: no data
Age of specimen: 28 days
Age of specimen in hours: no data