Masonry Spec 2.pdf

PDF 215 KB Posted

Attached to
751/26158. JBB; Fayette Historic SP - Furnace Stacks
Solicitation number
RFP 171 260000002059 2
Issued by
Clinton County, Flint City, Michigan

About this file

This is a mortar cube compression test report prepared by U.P. Engineers & Architects, Inc. for the Michigan Department of Technology, Management and Budget (DTMB) related to the Fayette Historic State Park Furnace Stacks project. The report documents testing results for Mix #3 mortar supplied by Olsen and Olsen, the project contractor. Three 2x2x2 inch mortar cubes were molded on August 9, 2024, and tested at 7 and 28 days to verify compliance with the specified design strength of 1500 psi. The mortar mixture consists of 2 parts white cement, 2 parts lime, 7 parts sand, and 2 parts water. Testing was conducted using a water bath curing method, with cubes tested on August 16, 2024 (7-day) and September 6, 2024 (28-day).

The 7-day test result for Cube #13 achieved 1510 psi, meeting the 1500 psi design strength requirement at 100 percent. The 28-day test results exceeded specifications, with Cube #14 achieving 1930 psi (128 percent of design) and Cube #15 achieving 2015 psi (134 percent of design), yielding an average 28-day strength of 1972.5 psi. All cubes exhibited Type 2 fracture patterns (long shear plane), indicating proper mortar performance. Per standard protocol, hold cubes will be discarded following confirmation that the 28-day testing meets design strength requirements.

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Other files

File Type Posted
26158.JBB Addendum 1.pdf PDF
As-Built-Plans.pdf PDF
Masonry Spec 1.pdf PDF
26158.JBB RFP.pdf PDF
SAMPLE Billable Rate Contract (Rev 04-25).pdf PDF
As-Built-Specification.pdf PDF
26158.JBB Project Statement.pdf PDF
Furnace Structural Assessment Report - 2013.pdf PDF

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Text version

U.P. ENGINEERS & ARCHITECTS, INC.

REPORT OF

2x2 MORTAR CUBE TESTS

PROJECT IDENTIFICATION MORTAR MIXTURE INFORMATION Date: 8/9/24

Report Number: 5

Client: DTMB Supplier: Olsen and Olsen Page 1 of 1

Job Number: M12-00574 Sampled By: Gundlach Champion

Contractor: Olsen and Olsen Mixture Type: Mix #3 Date Received:8/13/24 Location: West casting house wall, lower three feet

Design Strength: 1500 psi Molded By: Gundlach Champion

Type of Curing: Water Bath

Cube #

Date Molded Flow

Temperature (°F) Cube Compression Test Results

Air Mortar Water

Content

Air Content

Age Test Date Load (lbs)

Size (in)

Strength

(psi) Percent of

Design Type of Fracture

13 8/9/24 7 8/16/24 6040 2x2x2 1510 100% 2

14 8/9/24 28 9/6/24 7720 2x2x2 1930 128% 2

15 8/9/24 28 9/6/24 8060 2x2x2 2015 134% 2

Tested By: Daryn Carter

UNLESS OTHERISE DIRECTED BY CLIENT, HOLD CUBES WILL BE DISCHARDED IF

28 DAY TEST MEETS DESIGN STRENGTH.

Remarks:

Mix proportions: 2 part white cement, 2 part lime, 7 part sand, 2 part water

Average 28 day strength, 2980 psi

* Break Conditions:

1. Conical Bond 6. Crushing or Crumbling

2. Long Shear Plane 7. Combination of Splitting

3. Short Shear Plane & Conical Shear

4. Columnar

5. Crushing

File details come from the government source that posted it. Updated .