Print Report | Back to Test Summary

Testing Report for 2018-10-15-6-2

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

Project Information

DEA: 04264094
EFIS: 0400000735
Project ID: 209384
QA Service Level: 1
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Richard Duncan
Structure Rep.: Brian Beaudoin

Sample Information

DIME Sample ID: 2018-10-15-6
TL Number from the TL Form: 502
Sample Submitted By Organization: CT SC Sub-unit 3672-105
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/15/2018
Date that the sample was received by the laboratory/organization performing the testing: 10/15/2018
The quantity of what the sample constitutes: 2x12Concrete cylinders
A brief description of the sample: type II/V
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: OH SIGN STRUCTURE A
Structure name: OH SIGN STRUCTURE A
The fabricator/manufacturer/facility name: OH SIGN STRUCTURE A

Material Information

The concrete mix design number: 590DH
The truck number from where the sample was collected: 57
The batch plant ticket number from where the sample was collected: 267257
Concrete batch plant: Superior Supplier
The fabricator/manufacturer designation for the sample: Mix
A detailed description of where the material sample was collected: Back of the truck Load 1
Where the material sample would have been placed if not sampled: OH SIGN STRUCTURE A
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2018-10-15-6-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 11/13/2018
Capped in accordance with: ASTM C617/CTM521
Verified Date: 11/13/2018
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:
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
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 4150 psi
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Compressive strength of cylinder 1: 4160.5 psi
Compressive strength of cylinder 2: 4135.1 psi
Maximum load on cylinder 1: 117616 lb
Maximum load on cylinder 2: 117314 lb
Type of fracture pattern of cylinder 1: 1
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: 1
Age of specimen: 29 days