VA69D-18-B-1687-00003006.pdf

SEED J.V. has conducted a cursory review of this submittal to ensure general conformance to the design and requirements of the contract documents. Final approval is the responsibility of the Architect and/or

Engineer. Subcontractor and/or Vendor must verify dimensions, quantities and field conditions to ensure complete and proper installation of this work. Approval does not relieve Contractor or

Supplier from responsibility due to installation errors, defects in workmanship or deviation from the contract documents.

Chris Wales

Submittal Cover Sheet

Project Title Construct Building for 75 Mental Health RRTP Beds

Project Number

676-322

Contract Number

VA69D-14-C-0190B

Project Location

Tomah VA Medical Center

4700 N Ravenswood Avenue, Suite B

Chicago, IL 60640

Date: 12/15/2015

Submittal No: 28R6

Description: 03 30 00 2nd & 3rd Floor Applied

Topping FF/FL Report

ACCOMPANYING AMENDMENT VA69D-18-C-1687 00003

Chosen Valley Testing, Inc.

La Crosse, WI Rochester, MN Mankato, MN St. Cloud, MN

135 Buchner Place, La Crosse, WI 54603 Phone (608) 782-5505 Fax (608) 785-2818

Mr. Tim Bentley December 15, 2015

Master Design Build

4706 N. Ravenswood Avenue

Chicago, IL 60640 tim@masterdesignbuild.com

Re: Floor Flatness Test Results

Tomah VA – Building 405

Tomah, Wisconsin

CVT Project# 6383.14.WIL

Dear Mr. Bentley

As requested, we have been performing floor flatness testing on the 2 nd and 3 rd level topping slabs of the Tomah VA – Building 405, in Tomah, Wisconsin. The slabs were poured on December 9, 10, &

11, 2015. The specified FF is 30, and the specified FL is 20, with minimum local values of FF 24 and

FL 15 for topping slabs which are exposed and receive thin-set tile or resilient flooring. Test results at or above these numbers represent acceptable floor flatness and floor levelness of the slab.

The test was performed in general accordance with ASTM E 1155, Determining FF Floor Flatness and FL Floor Levelness Numbers. A Face Construction Technologies Dipstick 2272 Floor Profiler was used to obtain the test data.

Pour 12/9/2015 (3 rd

Level)

The data was obtained in 9 runs using a zig-zag layout. The results of each run, as well as the overall results, are tabulated below. The approximate locations are shown on the attached sketch.

Run Number FF FL

1 26.69 16.82

2 24.37 19.37

3 30.02 22.85

4 26.66 18.83

5 27.88 11.92

6 31.09 16.91

7 21.91 15.37

8 28.80 22.23

9 23.83 27.19

Overall – 12/9/2015 26.55 18.00

Specification 30 20

Pour 12/10/2015 (2

Level)

The data was obtained in 7 runs using a zig-zag layout. The results of each run, as well as the overall

1 37.84 28.30

2 25.32 12.85

3 25.21 32.67 mailto:tim@masterdesignbuild.com

Building 405 – Tomah VA December 15, 2015

Project # 6383.14.WIL Page 2

La Crosse, Wisconsin Chosen Valley Testing Rochester, Minnesota

4 32.02 16.62

5 28.19 28.75

6 30.20 32.80

7 20.69 17.87

Overall – 12/10/2015 26.66 18.90

Pour 12/11/2015 (2

Level)

The data was obtained in 3 runs using a zig-zag layout. The results of each run, as well as the overall

1 26.67 16.97

2 32.67 25.88

3 27.70 21.24

Overall – 12/11/2015 28.54 20.36

Summary

The combined FF of the 2 nd level topping slab is 27.13, with a combined FL of 19.26. Although the FF and FL are lower than the specified value, they are greater than the specified minimum local value.

The combined FF of the 3 rd level topping slab is 26.55, with a combined FL of 18.00. Although the FF and FL are lower than the specified value, they are greater than the specified minimum local value.

Remarks

We appreciate the opportunity to provide our services to you. If you have any questions, or need additional services, please call us at (608) 782-5505.

Sincerely, Kraig McCoy

Laboratory Manager