U. S. DEPARTMENT OF COMMERCE

BUILDING

MATERIALS

AND

STRUCTURES

REPORT BMS76

Effect of Outdoor Exposure,

on the Water Permeability

of Masonry Walls

by CYRUS C. FISHBURN,

DOUGLAS E. PARSONS,

and Y^^^Y H. PETERSEN

NATIONAL

BUREAU OF STANDARDS
The program of research on building materials and structures carried on by the

National Bureau of Standards was undertaken with the assistance of the Central Housing Committee, an informal organization of governmental agencies concerned with

housing construction and finance, which is cooperating in the investigations through a committee of principal technicians.

CENTRAL HOUSING COMMITTEE

ON RESEARCH, DESIGN, AND CONSTRUCTION

Hugh L. Dhyden, Chairman.

National Bureau of Standards.

Howard P. Vermilya, Vice Chairman.

Federal Housing Administration.

Sterling R. March, Secretary.

Mary F. Taylor, Assistant Secretary.

Pierre Blouke,

Federal Home Loan Bank Board.

A. C. Shire,

United States Housing Authority.

Warren G. Noll,

Pubhc Buildings Administration.

Luther M. Leisenring,

Construction Division (War)

Edward A. Poynton,

Office of Indian Affairs.

John F. Donovan,

Farm Security Administration.

George W. Trayer,

Forest Service (F. P. Laboratory).

RoLLo H. Britten,

Public Health Service.

George E. Knox,

Yards and Docks (Navy).

William R. Talbott,

Veterans' Administration.

Wallace Ashby,

Bureau of Agricultural Chemistry and Engineering.

NATIONAL BUREAU OF STANDARDS

STAFF COMMITTEE ON ADMINISTRATION AND COORDINATION

Hugh L. Dryden, Chairman.

Mechanics and Sound.

Phaon H. Bates,

Clay and Sihcate Products.

Hobart C. Dickinson,

Heat and Power.

Warren E. Emley,

Organic and Fibrous Materials.

Gustav E. F. Lundell,

Chemistry.

Addams S. McAllister,

Codes and Specifications.

Henry S. Rawdon,

Metallurgy.

The Forest Products Laboratory of the Forest Service is cooperating with both

committees on investigations of wood constructions.

[For list of BMS publications and directions for purchasing, see cover page iii]
UNITED STATES

N AT I O N A L

DEPARTMENT OF (^OMMERCE • Jesse H. Jones, Secretary

BUREAU OF STANDARDS • Lyman J. Briggs, Director

BUILDING MATERIALS

and STRUCTURES

REPORT BMS76

Effect of Outdoor Exposure on the

Water Permeability of Masonry Walls

by CYRUS C. FISHBURN, DOUGLAS E. PARSONS,

and PERRY H. PETERSEN

ISSUED AUGUST 15, 1941

The National Bureau of Standards is a fact-finding organization;

it does not "approve" any particular material or method of construction. The technical findings in this series of reports are to be construed accordingly.

UNITED STATES GOVERNMENT PRINTING OFFICE • WASHINGTON • I94I

FOR SALE BY THE SUPERINTENDENT OF DOCUMENTS, WASHINGTON, D. C. • PRICE I5 CENTS
Foreword

Previous reports describe investigations of the factors affecting

the water permeabihty of small masonry walls when first constructed

and the effects of exposures in a dry condition to extremes of temperature and to wetting and drying at temperatures above freezing. This

report gives data on the permeability of walls both before and after

their exposure outdoors for three years at Washington, D. C. The

weathering exposure was found to have had no great effect on the

permeability of masonry walls of adequate thickness built of durable

materials. The permeability of a few specimens, visibly damaged by

the exposure, was found to have increased.

Lyman J. Briggs, Director.

[II]
Effect of Outdoor Exposure on the Water Permeability of

Masonry Walls

BY CYRUS C. FISHBURN, DOUGLAS E. PARSONS, AND PERRY H. PETERSEN

CONTENTS

Page

Forward ii

I. Introduction 1 II. The Wall Specimens 2

1. Materials used in the walls 2

2. Workmanship used in the walls 3

3. Walls with waterproofed faces 3

4. Walls without waterproof! ngs 3

III. Method of Test 4

1. Outdoor exposure 4

2. Permeability tests 5

3. Observations 5

4. The data 5

5. Performance ratings 11 IV. Effects of the Outdoor Exposure 12

1. Structural condition of the walls after exposure 12

(a) All-brick masonry walls, not

waterproofed-. 12

(b) Other masonry walls, not waterproofed 14

(c) Waterproofed masonry walls. _ 16

Page IV. Effects of the Outdoor Exposure—Con.

2. Permeability of the plain, not waterproofed, walls 18

(a) All-brick and brick-faced w^alls ^ 8 or more inches in thickness 18

(b) Four-inch brick walls with

parged backings 19

(c) Stucco-faced walls 19

3. Permeability of the waterproofed

walls 19

(a) Walls treated with paraffin and ^ tung-oil solutions and waxes 20

(b) Walls with repointed face

joints 20

(c) Walls with grouted face joints. 20 # (d) Walls painted with oil or cement-water paints 20

(e) Proprietary waterproofing materials 20

V. Summary 21

ABSTRACT

The water permeabilities of about 100 small masonrywall specimens were measured before and after exposing

them to the weather at Washington, D. C, for a maximum period of 3 years. Some of the more permeable

walls had been waterproofed before exposure, and the

durability of the waterproofing treatments, as well as the structural appearance or condition of the walls, was

also determined. The exposure did not have an important effect on the permeability of all-brick or brick-faced walls 8 in. or more in thickness. The permeability of stucco-faced

walls was slightly increased. Repointing of the face

joints was the most effective and durable of the waterproofing treatments.

I. INTRODUCTION

Although masonry buikUng walls afford excellent protection from the weather and serve well

the purpose for which they were built, they may

occasionaUy be penetrated by wind-driven rains.

In such cases it is sometimes difficult, by

examination of the structure or of the walls, to determine whether the leakage of water is through openings originally present at the time

of construction or through cracks developed

during the life of the structm'e. It has been

thought that differential movements between

the masonry units and the mortar, caused by

temperature fluctuations, changes of moisture

content, or by freezing of contained water, may

produce cracks and subsequent leakage. The

effects of such weathering agents may be determined by measuring the change in the permeability of masonry-wall specimens that have

been subjected to exposm-e.

Previous investigations were made on smaU

masonry-wall specimens at the National Bureau

[1]
I

of Standards to determine the effects on per- meability of bathing dry walls in alternately hot

and cold air/ and of alternately wetting and

drying walls at temperatures above freezing.^

This paper reports the effects of outdoor

exposure on the water permeability of small

masonry walls. Some of the specimens were

waterproofed before the outdoor exposure, and

the effects of weathering on the durability of

these waterproofing treatments were determined.

II. THE WALL SPECIMENS

The 101 masonry walls were about 40 in. long and 50 in. high, and they included the 19

specimens described in BMS41 and BMS55.

The walls were faced at the ends and top with a mortar parging % to K in. thick, wlaich was

applied to seal these areas so that a pressure

gradient could be maintained within the

masonry when pressure was applied to one face. A description of the materials and of the method

or types of workmanship used in the construction of the walls is given in a previous publication ^ of the National Bureau of Standards.

That report also contains data obtained from

permeabiUty tests made before the walls were

placed outdoors. In this report only a brief

description is given of the materials and

methods of constructing the walls.

1 C. C. Fishburn and P. Petersen, Effect of Heating and Cooling on the Permeability of Masonry Walls, Building Materials and Structures Report BMS41.

2 C. C. Fishburn, Effect of Wetting and Drying on the Permeability of Masonry Walls, Building Materials and Structures Report BMS55.

3 C. C. Fishburn, T>. Watstein, D. E. Parsons, AVater Permeability

of Masonry Walls, Building Materials and Structures Report BMS7.

1. Materials LTsed in the Walls

The letters and numbers assigned the different

masonry materials are given in the second

columns of tables 3 and 4 and are the same as those assigned in BMS7.

Brick.—Brick a was a low-absorptive, sidecut, fire-clay brick having an average absorption

during a 24-hour cold-water immersion of 0.4

percent by weight. Brick b was a side-cut

shale brick having an absorption of about 8

percent. Brick c was a dry-press brick with an absorption of about 17 percent. The brick

c were selected as underburned and contained a

large percentage of salmon brick. Stucco.—The stucco facings were mixed in the

weight proportions of 1 part of portland cement

to 3 parts of building sand. The stucco applied

to the facings of four of the eight walls contained ammonium stearate in amount equal to

0.1 percent of the cement.

Hollow Units.—Structural clay tile d, doubleshell, 8 by 12 by 10^ in., was a 6-cell end-bearing

stretcher with bonding units. Tile /, Speed-abacker, 8 by 8 by 12 in., was aside-construction

stretcher or bonding unit. Tile g, Raritile, 8

by 12 by 8 in., was a 4-cell end-bearing stretcher

with bonding units. Tile h, Techwood, 8 by

12 by 10 in., was a 6-cell end-bearing stretcher

with bonding units.

Block m, 8 by 12 by 8 in., was a 2-cell stone- concrete block. Bloclv n was a similar unit

made with cinder concrete. Mortars.—The proportions and the physical

properties of the mortars are given in table 1. Table 1.

Physical properties of the mortars

Properties of the mortars

Proportions of cement, lime, and sand

by volume « by dry weight Average water content, percentage by weight of dry

materials Water retentivity.'' Initial flow 110 percent Compressive strength in 28 days, lb/in. 2 • Tensile strength in 28 days, lb/in.' f.

Mortar numbers and proportions

1:0.25:3._

1:0.11:2.6.

19.3 77

2,850 310

1:1:6

1:0.42:5.1

22.6 86

640

130

3 4» 5>>

1:2:9

1.0:0.85:7.7

23.7

1:1:6__

1:0.42:5.1

22.7

1:1:6.

1:0.42:5.1.

19.8. 30. 950.

155.

88 86

250 .- 5.30 50

« Mortar 4 contained 0.2 percent of ammonium stearate by weight of cement plus dry hydrated lime in the putty.

* Mortar 5 contained a hydrated lime of low plasticity, which was added to the mortar in the dry state; all other mortars contained a highly plastic limo putty prepared from pulverized quicklime.

' Proportioning was by weight assuming portland cement weighs 94 lb/ft', dry hydrated lime 40 Ib/ft^, and that 1 ft' of loose damp sand contains

80 lb. of dry sand. Percentage of flow after suction to that of initial flow of 110 percent. Federal Specification SS-C-181a.

• Cured according to Federal Specification SS-C-181

/ Cured in damp air at 7(1° F. [2]
Mortar Iw, not listed in table 1 , was used only

in wall A16, and it was similar to mortar 1 ex- cept that it contained 0.2 percent of ammonium

stearate by weight of portland cement plus

lime.

2. Workmanship Used in the Walls

The wall constructions differed in the method

of applying mortar to the units, in the amount

of mortar placed in the interior of the wall

joints, and in the treatment of the face joints.

Nearly all of the walls were built of either workmanship A or B. In class A workmanship, all of the joints were solidly filled with mortar.

The face joints were tooled. Workmanship B

was similar to much commercial workmanship

in that the collar joints and the interior of the

head joints were not filled. The face joints were cut flush with the faces of the brick.

Workmanship C was similar to workmanship A

except that the facing joints were cut without

subsequent tooling. Workmanship D was the same as class B except that the joints in the

exposed face were tooled to form a concave

surface, as in class A worlananship.

Most of the walls contained copper flashings so placed as to collect leakage passing through

the wall or dropping between the wythes. Duiing the tests on walls ^\^thout flashings, it could

not be determined if moistm*e appearing on

the supporting channels at the back of the walls

had penetrated the wall facing or had leaked

through the bed joints between the walls and

the supporting channels.

3. Walls With Waterproofed Faces

Thirty-three wall specimens, listed in table 4, were waterproofed on the exposed faces and

tested for permeability before being placed

outdoors. The waterproofuig treatments and

their immediate effects on the pei'meability of

the walls are described in report BMS7.

Ten walls were treated with a solution containing 10 percent of paraffin and 5 percent of

timg oil, by weight, in mineral spirits. The

joints of six of these walls were then coated

with a wax contaming equal parts, by weight,

of paraffin and tung oil. One wall. No. 37,

was treated with a paraffin and tung-oil solution

applied after the face joints were repointed.

This solution contained 10 percent of paraffin

and 10 percent of tung oil in mineral spirits.

The total amount applied on this wall in two

treatments was equivalent to about 22 sq. ft. of wall per gallon of solution.

The face joints of 12 walls were repointed

with the same kind of mortar which was used

in the original construction. The repointed

joints were tooled with a rounded bar. The

faces of 10 of these walls were treated with

additional waterproofing materials, applied

after the repointing operation. These additional waterproofings included aluminum-stearate solutions, a linseed-oil solution, melted

paraffin, and both oil and cement-water paints.

The joints in the faces of four walls were

treated with portland cement grouts applied

with a brush.

One wall was painted with an oil paint mixed

at the Bureau and designed for use on masonry

walls (see p. 30 of BMS7). Three walls were

painted with cement-water paints, and five were waterproofed with proprietary compounds. The treatments with proprietary materials are described in BMS7, with the exception of those applied to walls 88 and 34. Wall

88 was treated by grouting the face joints with

a mixture of 60 percent by weight of Rocktite,

10 percent of sand passing No. 30 sieve, and 30

percent of water. This grout was applied in

two treatments, the total amount of dry materials used being equivalent to 8.7 lb per 100

sq ft of wall area. The face of wall 34 was

brushed with two applications of a grout mixture consisting of 50 percent by weight of Rocktite color coating (white), 8 percent of sand

passing No. 30 sieve, and 44 percent of water. The total amount of dry materials used was

about 30 lb per 100 sq ft of wall area. The face

of tliis wall crazed within 1 day after nialdng a

permeability test of the waterproofing.

4. Walls Without Waterproofings

The plain walls (without waterproofings)

included the least permeable of the specimens

described in BMS7. This group of walls,

[3]
listed in table 3, contained 48 all-brick walls 8 or 12 in. thick, 9 walls faced with brick and

backed with hollow units, 8 walls faced with

stucco on hollow-unit backings, and 3 brick

walls 4 in. thick with a backing of mortar

parging.

III. AlETHOD OF TEST

1. Outdoor Exposure

The walls were stored outdoors at Washington, D. C, during the time interval between

January 1936 and May 1940. They were

tested for permeability after being exposed out- doors for intervals of 1 to 3 years. During the

storage periods they were placed end to end in

parallel rows spaced 50 in. apart and facing

east. The waterproofed walls that gave good

performances after being treated, were partially

protected from the weather by sheet-metal

coverings on the tops, backs, and ends, so that

only the treated faces were exposed to wind and

rain. The top coverings were adjusted so that

rain and snow water dripping from them would

run down the exposed, waterproofed faces of

the walls. All of the plain walls, without waterproofings, as well as those specimens in which

the waterproofing treatments were ineffective, were placed outdoors without coverings.

The maximum and the minimum monthly air temperature and the mean for each month of

the daily maximum and of the daily minimum

air temperatures are shown in figure 1, for the

[4]
period between January 1936 and May 1940.^

It can be seen from figure 1 that the maximum

annual air temperature approached or exceeded

100° F and that the minimum annual air temperature averaged about 12° F. The greatest

monthly fluctuation in air temperature (about

60° F), occurred during the winter months and

the least, during the summer months. The

number of times each month that the air temperature fell below and then rose to above freez- ing is also shown in figure 1. The meteorological data indicated that the air temperature

did not rise above freezing more than once in

any one day. The monthly precipitation at Washington, D. C, for the period of outdoor

exposure of the walls is given in table 2.

Table 2.

Alonthly precipitation at Washington, D. C.

Year Month

1936 1937 1938 1939 1940 Normal

in. in. in. in. in. in. January _ - 5.9 7.8 2.6 3.4 2.

3.6 February- . 3.8 3.3 2.4 5.7 2.8 3.4 March 4.5 1.5 2. 2 2.9 3.4 3.8

April 2.0 6.9 1.7 3.8 6.2 3.3 May 5.3 4.0 3.5 .4 3.1 3.7 June 2.3 5.2 2.3 4.6 .9 4 1 Julv 4.1 3.7 5.0 2.0 4. 7 Aueust _ 3.6 6.7 4.6 3.2 4. 0 September.- .. . 2.0 1.8 4.3 6.9 3.2 October 1.7.8 8.8 1.2 4.

2.8 November-- _ _ _ 3.9 2.6 1.4 2.4 December 5.2 .7 2.7 2.2 3.3

Total 41.2 54.3 35.

40.6 42.3

2. Permeability Tests

A full description of the permeability testing

apparatus and of the method of test is given

in BMS7 (heavy-rain test). The walls were

diied to nearly constant weight before the tests were made. Each wall was supported on metal

skids and clamped into position so that the

exposed face formed one side of a pressm'e

chamber. An air pressure of 10 Ib/ft^ above

atmospheric pressure was maintained within the

chamber, and water from a perforated tube was

applied to the upper portion of the exposed face

at the rate of about 40 gal/hr. This air pressure, equivalent to that produced by a head of 2 in. of water, is about the maximum produced

by a wmd velocity of 50 mph. Permeability

'Data obtained from the meteorological summary, Weather Bureau,

U. S. Department of Agriculture.

tests were made on the wall specimens at the

ends of outdoor-exposure periods, and the tests extended for a period having a muiimum of ] to a maximum of 5 days.

The temperature of the water applied to the

walls in the earlier tests was not obsei"ved, and

although the water was wanned in a heater

during the winter months, the water temperature may have been below the dew-point

temperature of the testing room during some

of these tests. Similarly, during some of the

earlier tests, the rate of water application was

adjusted by eye and may have sometimes

exceeded 40 gal (152 liters) per hour, especially

for tests made on walls faced with the highabsorptive brick c. However, during the later

tests, the rate of water application was regulated by means of orifice meters, and the water

temperature was maintamed above the dewpoint temperature of the testing room. Durmg

aU tests the relative humidity in the testing room was usually between 80 and 90 percent.

3. Observations

The followmg observations were made during

the permeability test: Time for the appearance of moisture (dampness) on the backs of the walls. Time for the appearance of visible water on

the back of the walls. Time for leakage to flow from the flashings.

Maximum rate of leakage, if any.

Extent of damp area on the back of the wall

after an exposure of 1 day and at the end of

the test. Observations were made at frequent mtervals

daily. The backs of the walls had been painted

with white-wash, and the appearance of moisture (dampness) on the back could be easily

detected.

4. The Data

Data obtained from the permeability tests are given in tables 3 and 4. Colunm 2 m these

tables designates the kind of masoniy units

used in the wall facing and backing, the wall

thickness, the type of worlananship, and the

kind of mortar. Colimrui 3 indicates the Idnd

of test or kind of waterproofing treatment given

[5]
each wall before it was placed outdoors. Be- Data obtained from the permeability tests and

neath these are shown the periods of outdoor an arbitrary rating of wall performance are exposure that preceded the permeability tests. given in columns 4 to 9. Table 3.

Permeability of masonry walls exposed outdoors

[The data in columns 4 to 9 arc from permeability tests made before the walls were stored outdoors and after the outdoor exposure periods indicated in column 3] [E, excellent; O, good; F, fair; P. poor; VP, very poor]

Wall No. Designation " Period of outdoor exposure, inclusive

Time to failure as indicated by- Maximum

rate of leakage

Area damp

in 1 day

Rating

Damp on

bacli Visible water Leak

1 3 4 5 fi 8 9

I2-INrCH BRICK WALLS OF COMMON AMERICAN BOND

Litersihr %

0 0 E

0 0 E

0 0 E

0 0 E

0 0 E

0 0 E

0 0 E

0 0 E

0 0 G

0 1 O

0 0 E

0 0 O

0 0 G

0 0 G

0 0 G

0 0 0 0 E

0 0 E

0 0 E

0 0 E

0 0 E

0 0 E

2.5 2,-. P

1.0 8 P

n. 6 1 F

0 10 G

0 45 F

0 30 F

.01 0 F

0 1 E

(') 7 P

0 4'i P

0 15 F

0 10 G

.07 20 F

0 30 F

0 0 V, 0 3 G

0 I'l G

0 4 G

0 3 G

0 1 G

0 2 G

0 21 P

0 33 F

0 23 F

23 BO VP

17 93 VP

0 6 G

0 8 G

0 3 G

0 95 F

0 <1 45 (-) 0 40 F

0 1 O

0 5 G

0 20 G

0 18 G

.20 8 F

(-) 100 P

.4 100 F

. 1 85 F

0 16 G

. 1 80 P

10.0 90 VP

0 10 G

0 15 (}

aal2Alaal2Alaal2A2.

aal2A2_ _

aal2A3-

aal2A3..

aal2A4..

aal2C2_.

aal2D2..

bbl2Al.

bbl2Al.

bbl2A2.

bbl2A2.

bbl2A2_

bbl2A3.

bbl2A3.

bbl2A4_

bbl2B3.

CC12A1..

CC12A1..

CC12A1..

CC12A2..

ccl2A2_.

CC12A3.

ccl2A3_

(Before exposure

Jan. 1936 to Feb. 1937...

I Apr. 1937 to Apr. 1939.. /Before exposure ^ ISept. 1937 to Sept. 1939. [Before exposure may 1936 to May 1937..

I July 1937 to July 1939... (Before exposure July 1936 to Aug. [1937.. (Sept. 1937 to Sept. 1939. [Before exposure May 1936 to May 1937.. IJuly 1937 to July 193S...

I Before exposure ^ (Aug. 1937 to Aug. 1939.. (Before exposure May 1936 to May 1937.. lAug. 1937 to Aug. 1939.. Before exposure June 1936 to May 1937.. IJuly 1937 to July 1939... (Before exposure aune 1936 to May 1937..

I July 1937 to July 1939... {Before exposure July 1936 to July 1937... Aug. 1937 to Aug. 1939.. /Before exposure >>

I Sept. 1937 to Sept. 1939.. (Before exposure Apr. 1936 to Apr. 1937... Aug. 1937 to Aug. 1939... (Before exposure Only 1936 to Aug. 1937... (Sept. 1937 to Sept. 1939.. /Before exposure ^ INov. 1937 to Nov. 1939.

Before exposure

Sept. 1936 to Sept. 1937.. Oct. 1937 to Oct. 1939... /Before exposure ^ \Nov. 1937 to Nov. 1939.. Before exposure

•^July 1936 to July 1937...

(Oct. 1937 to Oct. 1939... (Before exposure ^Mar. 1936 to Aug. 1936.. (Sept. 1937 to Sept. 1939. (Before exposure Aug. 1936 to Aug. 1937.. Oct. 1937 to Oct. 1939...

( Before exposure

•^Aug. 1936 to Aug. 1937.- lOct. 1937 to Oct. 1939.... /Before exposure

ISept. 1937 to Sept. 1939. (Before exposure Oune 1936 to Aug. 19.36.. (Oct. 1937 to Oct. 1939... Before exposure July 1936 to Aug. 1937.. Oct. 1937 to Oct. 1939.... (Before exposure ^June 1936 to June 1937.. (Sept. 1937 to Sept. 1939.. /Before exposure i'

I Dec. 1937 to Dec. 1939 .

hr

161

26

15 ±6

66 ±3

85 ±8

60 ±6

83 zt3 39 ±6

66 ±3

10 ±2

42 ±3

38 ±5

415 ±5

19 ±3

4 ±1

0.6

10 ±3

33 ±2

22 ±3

10.2

. 2 9 ±2

9 ±2

0.6

31 ±4

18 ±3

12. 1 17 ±4

18 ±3

2839 ±0

0.6

2.3

2. 5

0. 03

. 1 6.5

510 ±2

1. 1 1.9 3.7

14.5

10 ±2

7 ±1

9 ±2

10 ±2

0.4

.7

.8 8 ±1

0. 07

.3

18 ±3

10 ±2

hr

13 =h7

10 ±3

2

1.5

15 ±0

14 ±6

42 ±3

0.6

15 ±6

18 ±3

0. 03

. 13

9 ±1

"is'ie'

1.3 15 ±6

15 ±6

0. 07

.7

ftr

0. 5 2.5

1. 7 0

0

0

12

1

0.03

.22

10 ±2

2.3

15 ±6

15 ±6

15 ±6

6.4

See footnote at end of table. [6]
Table 3.

Permeabiliti/ of inasonrij walls exposed outdoors—Continued

Wall No. Designation roriod of outdoor exposure-, inclusive

Time to failure as indicated by- Maximum

rate of

lealcago

Aroa damp

in 1 day

Hating

Dampon

baelc Visible water Leak

1 2 3 4 5 6 7 8 9

12-IXCII BRICK WALLS OF COMMON AMERICAN BOND

hr. hr. hr. LUrrslhr. %

1 (•) 3 ±1 C) <I60 (') 2 2. 8 15 ±6 0. fi 90 P

4. 1 0 75 F

0^2 (-) 0 80 (')

. fi 1.5 ±6 0 55 F

. 0 2. 5 0 40 P

.4 0. 7 15 d=6 .6 95 P

.3j 15 ±6 14 ±6 . 6 95 F

. 5 ?. 7 6 ±2 . 3 85 P

.25 0.5 0. 07 1.30 75 VP

.35 2 . 2 63 80 VP

.8 1. 5 .4 28 75 VP

.4 1.8 .6 4t 180 VP

.4 1. 2 .8 80 100 VP

. 1 0.9 2.3 0.4 SO P

.08 . 12 0.08 248 95 VP

.07 . 1 .07 234 95 VP

.25 . 5 . 5 73 85 VP

.05 . 1 . 1 249 100 VP

.05 .05 .09 283 94 VP

.4 CO .6 0. 4 50 FP

. 5 15 ±6 (>) (') ^25 FP

1 2.6 0 60 P

0. 25 14 ±6 . 13 67 804 VP

1. 1 15 ±6 . 55 18 70 VP

1.9 13 ±6 .8 12 65 VP

cel2A4.

CC12A5.

cel2A5.

ecl2B2

CC12B3.

CC12B5.

CC12B5.

CC12C2.

CC12D2.

[Before exposure aune 19.36 to July 19.37. loot. 1937 to Oct. 1939.

_

Before exposure

^Sept. 1936 to Sept. 1937 [Oct. 1937 to Oct. 1939.. {Before exposure .. Sept. 1936 to Sept. 1937 Oct. 1937 to Oct. 1939.. (Before exposure Aus. 1936 to Aug. 19.37. Oct. 19.37 to Oct. 1939.. (Before exposure Apr. 1936 to Apr. 1937..

.A.ug. 1937 to Aug. 1939. (Before exposure

•^Sept. 1936 to Sept. 1937 (Oct. 1937 to Oct. 1939__ /Before exposure

t-'i.ug. 1936 to Aug. 1937. Before exposure

Sept. 1936 to Sept. 1937. Oct. 1937 to Oct. 1939._.

i Before exposure Aug. 1936 to Aug. 1937. Oct. 1937 to Oct. 19.39. _

8-INCH BRICK WALLS OF COMMON AMERICAN BOND

aaSAl.

aaSA2.

aa8.i3-

aa8A4.

aa8A5-

aa8B4_

bb8.^.2

ec8A2.

ceS.\2.

CC8A3.

ce8A4_

CCSB4.

/Before exposure' lAug. 1937 to Aug. 1939.

I Before exposure

July 1936 to July 1937..

I Aug. 1937 to Aug. 1939. /Before exposure^

lOct. 1937 to Oct. 1939.. /Before exposures

I Aug. 1937 to Aug. 1939. (Before exposure

July 1936 to Aug. 1937_ Oct. 1937 to Oct. 1939_. (Before exposure

-^Apr. 1936 to Apr. 1937. iMay 1937 to Apr. 1939. (Before exposure

•^.\ug. 19.36 to Aug. 1937. [Oct. 1937 to Oct. 1939_. /Before exposure

\July 1937 to Sept. 1939. (Before exposure {June 1936 to July 1937.

I.^ug. 1937 to Aug. 1939 {Before exposure May 1936 to May 1937. July 1937 to July 1939.. (Before exposure {June 19.36 to July 1937.

I Aug. 1937 to Aug. 1939. (Before exposure {June 1936 to June 1937. [July 1937 to July 1939..

Ill ±6

114 ±3

44 ±3

39 ±6

75 ±1

18 ±4

24 ±1

310 ±3

12 ±2

18 ±3

18 ±3

0

00

0

0

0

0

0

0

0

0

0

00

4

0

248

312

260

17

10

o

EG

Q

GG

G

G

CrIG

0.03 0.03 0.03 25 d9 VP

4.5 .02 19 20 VP

0. 30 . 13 3.2 9 p

.03 (=) 0 90 FP

.05 14 ±0 0 80 F

.05 0.3 . 5 .08 60 P

.2 .4 2. 2 1. 7 100 P

.3 .4 2. 5 1.3 100 P

.25 . 4 1. 5 3. 2 100 P

.3 . 5 1.8 6. 6 100 VP

.3 1. 4 4.0 96, P

.3 '. 5 (') (') <i70 P

. 2 .3 2.0 1.8 100 P

.1 .4 0.8 0. 7 96 P

. 75 ('^) 14 ±7 (<=) lOU P

.6 f') 4 ±2 2.2 100 P

1.9 15 ±5 1.3 100 P

!05 0. 1 0.146 100 VP

.03 .03 .05 157 100 VP

. 15 _ 2 .2 41 100 VP

8-INCH BRICK WALLS OF COMMON AMERICAN BOND

Before exposure July 1936 to Aug. 1937. Sept. 1937 to Sept. 1939 Before exposure Aug. 1936 to Aug. 1937. Oct. 1937 to Oct. 1939 -

hr 85 ±6

111 ±6

114 ±4

0. 05

. 1 .1

hr

0.8

16 ±4

0.6

hr

0.3

1

1

Literslhr 0

0

020

16

10

" 0 E

0 G

0 E

100 VP

92 VP

85 VP

See footnote at end of table.

400537°—41 2 7]
Table 3.

Permeability of masonry walls exposed outdoors—Continued

AVall No. Designation Period of outdoor exposure, inclusive

Time to failure as indicated by- Maximum

rate of leakage

Area damp

in 1 day

Rating

Damp on backVisible water Leak

1 2 3 4 5 6 7 8 9

12-INCH BRICK WALLS WITH HOLLOW TTNIT BACiaNOS

4 d=2

5. 3

(v) 0. <) 15 ±C S'il

0. 2 2.8

15 ±6 15 ±6

('•) 0.6

0. 75 5.7

15 ±6

157 rh7

0.03

15 rtfi .03

14 ±6 . 1 .03

0. 13 .3

.4 _ 2 .OS !03

. 1 .09

. 1 .08

bgl2A2.

bml2.A.2.

bml?A2. bml2A2.

bnl2A2._

bnl2A2..

bgl2B2..

bml2B2.

bnl2B2__

(Before exposure

\.lu\y 19,36 to Aug. 1937.. [Oct. 1937 to Oct. 1939_.. (Before exposure {June 19,36 to July 1937_.

I Oct. 1937 to Oct. 1939... /Before exposure

\Sept. 1937 to Sept. 1939. /Before exposure " IDec. 1937 to Dec. 1939.. {Before exposure June 1936 to July 1937.. Sept. 1937 to Sept. 1939. (Before exposure

\ Aus. 1936 to Aug. 1937. [Nov. 1937 to Nov. 1939. (Before exposure

•^July 19,36 to July 1937.. (Oct. 1937 to Oct. 1939.. (Before exposure Only 19.36 to July 1937.. ISept. 1937 to Sept. 1939 (Before exposure hime 1936 to July 1937.. [Sept. 1937 to Sept. 1939.

±4

±4

. 1

. 1 .6±2

±3

±3

, 2

.2.07

. 1 .16

.08 .05

.07

(-)

0. 01 0

60.8

2. 5

0. 1 0

0

0

o'0

00

9372

27

93

7136

1.59 10136

47

45U

100

SO

95

20

15

1

1 i 50

75

15

1

10

8580

70

8590

85

60

40

30

4-INCH BRICK WALLS WITH PARGKD BACKING

A13.

A14.

A16.

ap4Al..

cp4Al..

cp4.'Vl\v

Before exposure

July 1936 to Aug. 1937.. Oct. 1937 to Oct. 1939... Before exposure

July 1936 to Aug. 1937.

Sept. 19.37 to Sept. 1939. Before exposure .. July 1936 to Aug. 1937.. Oct. 1937 to Oct. 1939...

0.9

5. 7

0. 2.2

.3

.5

. 4.3

. 2

1.

1.2

"l5'±6"

0.4

...

0.7

0 25 Ci 0 15 (} 0 25 P

0 35 (} .07 25 F

0 70 F

0 15 G

. 1 90 F

.9 85 y WALLS WITH STUCCO FACINGS '

sj9A2 (Eps)

sj9A2 (Epr) s..

sj9-\2 (Ews) e.

sj9A2 (Ewr) e.

Before exposure. .. Jan. 1936 to Feb. 1937... Mar. 1937 to Mar. 1939.. Before exposure

Before exposure Nov. 1937 to Nov. 1939. Before exposure

Before exposure b ... Sept. 1937 to Sept. 1939., Before exposure

Jan. 1936 to Feb. 19.37... Apr. 1937 to Apr. 1939 ..

87 ±6

23 ±1

19 ±3

41 ±3

15 ±6

9 =!r2 207 ±6

25

18 ±3

60 ±8

15 ±3

2. 7

0 G

4 E

4 G

0 G

8 G

15 G

0 F

10 G

20 G

15 G

10 G

30 G WALLS WITH STUCCO FACINGS f

sj9A2 (Sps) •

.sj9A2 (Spr)s..

sj9A2 (SwE)s.

sj9A2 (Swr)

Before exposure

Jan. 1936 to Feb. 1937.. Mar. 1937 to Mar. 1939. Before e.xpo.sure Apr. 1936 to Apr. 1937.. May 1937 to May 1939.. Before exposure

Before exposure « Oct. 1937 to Oct. 1939.... Before exposure May 1936 to May 1937.. Aug. 1937 to Aug. 1939..

108 ±7

64 ±6

4. 4 132 ±7

10 ±3

2. 5 132

111 ±6

£8 ±2

2

0. 5

10 ±3

0. 5

00

(1 F

1)s F

0 E

5 G

25 G

0 E

3 G

0 E

5 E

10 G

33 1>

" Lower-case letters denote kind of masonry units in facing and backing.

First numeral denotes nominal wall thickness in incljes. Capital letters denote type of workmanship. Final number denotes kind of mortar.

b Tested after having been subjected to heating and cooling, .see BMS4I.

= Not determined.

<i Duration of test exposure less than 24 hours.

" Tested after having been subjected to wetting and drying, see BMS55.

' AVall not flashed at bottom.

8 For stucco-faced wails; E, end-bearing tile backing.

S, .side-bearing tile backing,

p, plain stucco, w, waterproofed stucco,

s, smooth finish stucco,

r, rough finish stucco.

[8]
Table 4.

Permeability of water[jroofcd iiiaaonnj walls expound outdoors

The data in ccilumiis 4 (o 0 arc from ]nTnioabiIity tests made bcforo the walls were watorproDfi'd, after ( hey were waterprocifeil, and after U-mi; stored outdoors, as is indicatod in column ;i]

[E, exeellont; O, good; F, Fair; P, poor; VP, very jioor]

Wall No. Designation < Waterproofing treatment or period of out- door exposure

Time to failure as indicated by- Maximum

rale of leakage

Area

da mi)

in 1 day

Rating

Damp on

baclc Visible water Leak

1 2 3 4 5 0 8 9

WALLS TREATED WITH PARAFFIN (PAR.) AND TUNG OIL SOLUTIONS AND WAXES

ftr III hr

I- -- ft j-'imr/i/ itr /o 43 ±3 0 0 E

0 0 E

83 ±6 0 0 O

0 0 E

Q J_9 0 10 f; 19 1 4 Q \ I 16 ±3 1 G

38 ±0 0 O

0. 5 ( ) (') 100 PF

3. 5 4. 1 15 ±6 0. 3 80 F

1. 3 5 ±1 0 55 F

1. 3 4. 4 55 F

0.

0. 1 0.

21 70 VP

. 35 1 1 14 55 VP

4. 4 4. 4 7. 5 1. 5 35 p

. 03 0. 03 . 7 4 55 p

Q. 3 3 3 50 p

!03 .04 .02 1.58 70 VP

.5 4 ±1 . 1 40 60 VP

7 15.0 0.4 18 F

0. 1 15 rfc6 .3 11 85 VP

, 1 0.3 . 2 34 85 VP

2 .3 . 2 40 100 VP

\/i 15 ±6 43 75 VP

0.7 0.8 '. fl 18 65 VP

.03 .03 .(15 17 75 VP

. 13 .13 . 12 15 55 VP

24 0 0 o

1.6 1.6 2 3 35 p

0. 5 0.8 0.8 3 30 p

.01 .01 .3 10 100 VP

.05 .08 . 4 4 100 p

3 0 55 F

12 ±1 0 10 G

0.3 .3 10 ±3 .9 75 P

.05 .08 0.4 3 95 P

.02 .04 .03 120 100 VP

.03 . 13 .05 80 100 VP

3.4 15 ±6 2. 2 0. 6 80 F

0.4 1. 6 0. 15 9 100 VP

. 4 0. 7 . 25 13 95 VP

. 1 . 1 . 1 88 100 VP

.3 . 4 .5 50 100 VP

2. 1 17 ±3 11 ±2 1.4 70 p

0. 05 0. 05 0.07 25 95 VP

.3 .5 . 3 23 95 VP

A7..

A8.

bbl2Al.

ccl2Al_

CC8A1.

aal2Bl_

))bl2Bl.

CC12B1.

aaSBl.

bb8AL

bb8Bl_

ceSBl.

Before waterproofing

Paraffin and tung oil Dee. 1936 to Dec. 1937 Jan. 193S to M;ir. 1940 Before wiilcrpKinriiig Parallin and tung oil *Oct. 1936 to Nov. 1937.... Dec. 1937 to Apr. 1940... Before waterproofing

Paraffin and tuTig oil Nov. 1930 to Dee. 1937 Dec. 1937 to Dec. 1939 Before waterproofing

Pariillin aiel tung oil Waxed joints _ _ Dec. 1936 to Dee. 1937. Jan. 1938 to Mar. 1940 Before waterprocjflng

Paraffin and tung oil Waxed joints •Jan. 1937 to Jan. 1938 Mar. 1938 to Mar. 1940... Before waterpiooling

Paraffin and lung oil Sept. 1937 to Sept. 1939... Before waterproofing

Paraffin and tung oil Waxed joints Dec. 1936 to Dec. 19.37... Dec. 1937 to Dec. 1939 Before waterproofing

Paraffin and tung oil Waxed joints Paraffin and tung oil Jan. 1937 to Jan. 1938.... Mar. 1938 to Mar. 1940... Before waterproofing

Paraffin and tung oil Waxed joints Jan. 1937 to Jan. 1938 Feb. 1938 to Mar. 1940.... Before waterproofing

Paraffin and tung oil Waxed joints Jan. 1937 to Jan. 1938 Mar. 1938 to Mar. 1940. WALLS WITH REPOINTED FACE JOINTS

46.

aal2B4.

bbl2B2.

bbl2B4.

Before waterproofing Repointed Sept. 1936 to Sept. 1937 Oct. 1937 to Oct. 1939 Before waterproofing Repointed

Aug. 1936 to Oct. 19.37 Nov. 1937 to Nov. 1939 Before waterproofing Repointed

Linseed oil solution. Jan. 1937 to Jan. 1938 Mar. 1938 to Mar. 1940 Before waterproofing Repointed

Aluminum stearate solution. Feb. 1937 to Feb. 1938 Mar. 1938 to Apr. 1940

1. 2 19 ±3

63 ±6

0.6 32 ±2

65 ±3

0. 1

f 1.4

11312 ±1

17 ±3

10 ±2

0, 12

r 2.

L 17 ±1

159 ±6

78 ±1

9 ±2

0. 2

8 ±2

0. 13 15 ±0

0. 12

15 ±6

99 ±2

.05

19 ±3

20

17 ±3

10 ±2

0.03

. 5 9 ±1

18 ±3

18 ±4

See footnote at ond of table. [9]
Table 4.

Permeability of waterproofed masonry walls exposed outdoors—Continued

Wall No. designation Waterproofing treatment or period of out- door exposure

Time to failure as byindicated Alaximuni

rate of leakage

A l ea damp

in 1 day

Hating Damp on back

Visible water LeaK

1 3 4 5 6 7 8 0 WALLS WITH REPOINTED FACE JOINTS—Continued

hr0.8hr

0.

2. 6 38 ±6

67 ±3

9 ±2

0. 13

38 ±6

0.05

15 ±6

15 ±6

15 ±6

0. 03

15 ±6

0.03

18 ±4

.02 0. 02

.07

19 ±4

.07

51 ±14

0. 02

9 ±2

0.01

9 ±2

37.

22.

A9.

54.

52.

CC12B2.

bb8B2.

bb8B2.

bb8B2.

bb8B3.

bb8B4.

Before waterproofing Repointed

1st, paraffin and tung oil 2nd, paraffin and tung oil *Aug. 1937 to Oct. 1938

*Jan. 1939 to Apr. 1940

Before waterproofing Repointed paraffin solution *Oct. 1936 to Oct. 1937 Nov. 1937 to Nov. 1939

Before waterproofing Repointed; aluminum stearate 10 solution Oct. 1936 to Oct. 1937 *Nov. 1937 to Nov. 1939

Before waterproofing

Rc'|«)int('(l-linseed-oil solution

*N(iv. 1U3G to Nov. 1937 *Dec. 1937 to Dec. 1939

Before waterproofing Repointed; aluminum stearate solution... Oct. 1936 to Sept. 1937 •Nov. 1937 to Nov. 1939

Before waterproofing Repointed Molten paraffin 'Dec. 1936 to Dec. 1937 Jan. 1938 to Mar. 1940

hr0.2

8 ±1

51 ±1

15 ±6

106 ±3

17 ±3

0. 05 4.8

1. 5

1. 4

0. 03

10 ±2

8 ±1

25 ±1

0.02

9 ±1

39 ±6

18 ±4

0.02

2 ±1

3.8

15 ±5

0. 01

.5

538 ±6

57 ±2

Lifcrx/hr

1012.7

0

00

1. 7

500

0.3

090.06

0

50

0

00

79

00

0

59

0.0

0

0 WALLS WITH fiROUTED FACE JOINTS

57.

53.

aal2B3.

aa8B3.

bb8.'\.2-

bb8jV3.

Before waterproofing-.

Grouted joints •Dec. 1936 to Dec. 1937. •Jan. 1938 to Mar. 1940. Before waterproofing.- Grouted joints •Dec. 1936 to Jan. 1938 . •Jan. 1938 to Mar. 1940. Before waterproofing. .

Grouted joints Dec. 1936 to Dec. 1937.. Jan. 19.38 to Mar. 1940.

Before waterproofing. .

Grouted joints- •Dec. 1936 to Dec. 1937. •Jan. 1938 to Mar. 1940.

1 90 ±4

106 ±2

91 ±3

0.

41 ±7

39 ±3

9 ±2

0. 03

2. t 0.2

.8

. 02

3. 5 33.7

15 ±6

0.1

15 ±6

18 ±4

0. 05

18 ±4

0.08

.03

14 05 VP

0 0 E

0 0 E

0 0 G

19 90 VP

0 0 G

0 0 G

0 G

.9 100 P

0 52 F

0 90 F

0 75 F

.7 100 y

0 35 G

0 30 G

0 35 P

WALLS PAINTED WITH OIL OR CEMENT-WATER PAINTS

AlOA12.

AHCC12B4.

bbSB2.

m8A2''

n8A2«.

'Before waterproofing Repointed Cement-water paint

[•Feb. 19.37 to Feb. 1938.. [Before waterproofing

I Repointed—oil paint

[•Feb. 1937 to Feb. 1938.. [•Mar. 1938 to Mar. 1940. Before waterproofing.

I Cement-water paint

•Jan. 1937 to Jan. 1938- . l*Jan. 1938 to Mar. 19 J0-. Before waterproofing Cement- water paint Repeated test •Feb. 1937 to Feb. 19.38.. [•Mar. 1938 to -4pr. 1940.

0.3

2.6

67 ±4

0. 02

106 ±3

0.02

161 ±10

114 ±3

91 ±4

0.05

2.8

0. 7 1.8 1.8

0.35

15 ±6

0.02

.02

.05

39 ±6

.03

1.4

0.02

(") CI

(-)

I (d

(')

(.') (')

(")

(')

Sec footnote nt ond of tabic.

10
Table 4.

Permeability of waterproofed masonry walls exposed outdoors—Continued

-

Designation

\Val;i'rpi-o()fiii,L; treatment or period of oiit- (loor exposure

Time to failure as byiiiiliealed Maximum A rea Wall No. Hating

Damp on

back

Visihle water

Ijoali

rate of leakage ('amp

in 1 (lay

1 2 3 4 5 6 7 0

WALLS WATERPROOFED WITH PROPRIETARY MATERIAL

aa8B2.

aa8B2_

ec8B2.

CC8B2.

bb8A4^

Before waterprooflng Grouted joints (Capsis) .

*Sept. 193(i to Sept. 1937.- *Nov. 19,37 to Nov. 1939.- Before waterproofins June 1936 to June 1937.... Rocktite grout joints Rocktite grout joints July 1937 to July 19.38 Sept. 19.38 to Apr. 1940.. Before walcrproofing June 19:)(i to June 1937 Rocktite color coat July 1937 to July 19.38 Sept. 19,38 to Apr. 1919 Before waterproofing. Bldg. Chem. Corp. No. 1 'Sept. 1936 to Sept. 1937 Nov. 1937 to Nov. 1939.

Before waterproofing

Bldg. Chem. Corp. No. 2 Sept. 1936 to Sept. 1937.. "Nov. 1937 to Nov. 1939.

hr

0. 05

25 ±2

40 ±5

34 ±2

0. 02

.03

.3

.3

.7

. 1 .03

.07

2.

29 ±1

9 ±2

0, (IS 9 ±1

5. 5

5. 1 0.05

.7 4 ±1

0.07

hr0.3

.02

.07 6

15 ±6

11 ±3

0. 1 .05 .1

.2

"15' ±6'

0. 05

16 ±5

15 rt6

0.07

hr

0. ni

18 ±4

0, 08

.2

Literfi/hr %

20 80 VP

0 1 a

0 (1 G

0 0 a

10 1 50 VP

4 85 p

0.

50 F

0 45 F

0 40 F

0. 08 35 P

51 100 VP

45 100 VP

0 35 G

0 0 E

0 3 (} 67 mo VP

0 12 G

0 4 F

0 8 0

2 100 P

0 35 F

0 liO F

85 P

» Lower ease letters denote kind of masonry units in facing and backing.

First numeral dencjtes nominal wall thickness in inches. Capital letters denote type of workmanship.

Final number denotes kind of mortar.

t Weathering exposure periods preceded by an asterisk indicate that wall was metal covered on back, top and sides during exposure.

» Data not determined.

^ Duration of test exposure less than 24 hours.

' Wall not flashed at bottom.

5. Performance Ratings

The permeability test is a more severe ex- posure than the natural wind and rain storms

to which most building walls may be subjected.

Nearly all information of a practical value on

the permeability of masonry test walls may

therefore be obtained during an exposure

period of 1 day in the test chamber. How^ever,

to determine possible slight changes in permeability, produced by outdoor exposure, the tests on some of the less permeable specimens have

been continued for 5 days. The arbitrary

ratings of wall performance given below are

similar, except for some slight revision, to those

given in report BMS7, page 12, and are based on the assumption that visible water, extensive

damp areas on the back, or leakage through a

wall would damage plaster applied directly to the back of a wall or would injure the finished

interior of a building.

Wall Performance Ratings

E.xcellent (E):

No visible water on back of wall in 1 day.

Not more than 25 percent of wall area damp in 5 days. No leaks ^ through either

the wall or the facing wythe in 5 days.

Good (G):

No visible water in 1 day. Less than 50

percent of the wall area damp in 1 day.

No leaks® through either the wall or the

facing wythe in 1 day.

Fair (F):

Visible water on back of wall in not less than 3 or more than 24 hours. Total

leakage rate (both llashingsj less than 1 liter/hr in 1 day.

6 Leaks are defined as follows: A leak is a flow of water from either flashing having arate of flow cc|ual to or greater than 0.05liter/hr. Water

ponded on a flashing having no flow is not considered a leak.

* See footnote 5.

[11]
Poor (P):

Visible water on back of wall in 3 hr or

less. Total leakage rate not more than 5

liters/lir in 1 day.

Very Poor (VP):

Total leakage rate greater than 5 liters/hr

in 1 day.

IV. EFFECTS OF THE OUTDOOR EXPOSURE

1. Structural ConditioiX of the Walls

After Exposure

(a) All-Brick Alasonnj Walls, N'ot Waterproofed

The walls were inspected when they were

brought indoors to be tested, and the effects of

weathering were noted. Although all of the

mortar pargings were crazed, the effects of

weathering were most apparent in the top pargings and in the top courses of the walls. It was observed that face joints that had been

tooled were eroded sufficiently to remove the

film of cement and fines brought to the surface

by the toofing iron, so that the joint surface was roughened, exposing particles of the sand

contained in the mortar. The joint structure

of very few walls was damaged or cracked, but

the top pargings on many wei'e so badly cracked

as to become loose or spalled. Structural damage to the walls or pargings probably resulted

from the freezing of water absorbed by the

brick or accumulated in the joints between the

pargings and the masonry. The most severe

structural failures in the masonry were characterized by an upward heaving of the top

courses of brick with extensive horizontal cracking in the bed joints, and, in some cases, by

spalling of the faces of the brick and their adjacent mortar joints.

A measure of the resistance to damage by

weathering of a group of 48 all-brick walls is given in table 5. The data show the general

structural condition of the walls before the final permeability test and also give a measure of the

relative resistances of the different kinds of

brick and of mortars to weathering. Neither

the thickness of the walls (8 or 12 in.) or the

kind of workmanship used appeared to have a

significant effect on their structural condition.

The arbitrary ratings of structural condition

are given in table 5. Table 5.

Structural condition, after outdoor exposure,

of 48 all-brick walls 8 or 12 inches thick

Kind of brick

in facing

Rating of struc- tural condition 1

A

B

C. A

B

C.A

[C.

Number of walls ofMortar 1 Mortar 2 Mortar 3 Mortar 4 Mortar 5

Total number of

walls,

all mortars

1 The ratings of structural condition are arbitrary and arc defined as

follows: Rating A: Pargings crazed only, none loose. No cracks in mortar

joints. Rating B: Portions of pargings are loose or spaUed. No cracks in mortar joints. Rating C: Mortar joints in masonry cracked, loose or spalled. The joint structure of the masonry in all walls

containing the low- or medium-absorptive

bricks (bricks a and 6, table 5) was undamaged.

The mortar joints in only 3 of 17 walls built of

brick c with mortars 1 , 2, 4, or 5 were cracked

or spalled, whereas the joints in 3 of 4 walls

built of these brick with mortar 3 were damaged.

The pargings applied to the ends and tops of

16 of 21 of the walls built of brick a or h and

mortars 1,2, A, or 5 were crazed, but not badly

damaged, whereas those in 4 of 6 walls built of

these brick with mortar 3 were loose or spalled.

Although the condition of the pargings had

little or no effect on the permeability of the

walls, it is indicated (table 5) from the appear- ance of the walls and pargings that mortars

containing not more than an equal proportion

of lime hydrate to portland cement were more

resistant to weathering than was the lowcement mortar 3.

[12]
Figure 2.—Top portion of wall 33-ccl2A3 after 3 years' outdoor exposure.

Tlie walls rated C in table 5 are listed below,

those sustaining the greatest damage being

given first:

Wall No. Designation

33 CC12A3

21 CC12B3

20 CC8A3

40 cc8A4

43 CC12A4

94 CC12A1

The upper facing poi'tion of wall 33 (worse

damaged) is shown in figure 2. The bed joints

in both faces of the top three courses of this wall were badly craclved, and there were several

spalled brick and head joints in the rear facing.

The bed joint under the top course of wall 21 was severely cracked and spalled in both faces. Damage sustained by walls 20, 40, 43, and 94 was comparatively small. In walls 20 and 40 a few isohxted brick were spalled with cracking or

spalling in the adjacent mortar joints and in

the pargings. Tlie toj) parging on wall 43 was

loose, and there were about 6 small vertical

cracks in the upper two bed joints. Damage to the face of wall 94 was limited to about 10 small

vertical cracks m the bed joints of the upper 3

com-ses. These cracks usually occurred near

the end of a stretcher brick. There were no

spalled brick or horizontal cracks in the bed

joints, and the head joints appeared to be

undamaged.

Since the ulterior of the joints in five of the

six walls rated C in table 5 were solidly filled with mortar (workmanship A) and since the

brick were moi-e absorptive than the mortars,

it is probable that the primary cause of damage

to the joints was the expansion of the brick produced by the freezmg of absorbed water. The bricks for the walls were selected to provide a wide range in absorptive properties

without regai-d to their probable resistance to weathering. Brick c was chosen as one type

because of the high rate of absorption and rela- tively high total absorption, and was sold by

13 ]
Figure 3.

Stucco-faced wall 3-sj9A2,

with tile on end, after 2 years' out- door exposure.

the manufacturer with the understandmg that

they were not suitable for exposed masonry.

Moreover, iiavestigations " indicate that a poor

resistance to frost action would be expected for brick c because of the high saturation coefficient

{C/B ratio 0.89—table 1, BMS7) and the low

compressive strength (2,370 Ib/m.-). Conversely, from the data in table 1 of BMS7,

bricks a and b can be classified as frost resistant.

Although there is no definite explanation for the damage to the pargings and mortar joints

in walls containing the high-lime mortar 3, the

comparatively low tensile and compressive

strength of mortar 3, as compared to mortars

'J. W. McBurney, Proc. Am. Soc. Testing Materials 35, pt. 1, p. 247

(1935).

1, 2, 4, and 5 (see table 1), may have been the reason for the relatively low resistance of this mortar to damage from the weathering ex- posure. The absorptive properties of the

mortars may also have had some effect on

relative durabilities.

With the exception of one or two of the walls

built with brick c, there was no important

structui'al damage sustained by the walls listed in table 5.

(b) Other Masonry Walls, Not Waterproofed

All nine of tlie brick-faced walls with lioUowmiit backings were built with brick b and mortar

2. The pargings in only one or two of these

[14]
walls were loose or spalled, and the mortar

joints in aU of them were intact. The cinder- concrete block used in the backing of some of

these walls were somewhat damaged by popping

over small isolated areas. The 4-in. brick walls with parged backings

built of brick c were damaged by horizontal

cracks in the top bed joints. These cracks were

extensive and usually extended completely

through the pargings and the bed joints. It is probable that the thin section of these walls was

vulnerable to sudden changes in temperature

which produced a quick freezing of the absorbed

or trapped water with consequent cracking of

the bed joints and pargings.

The stucco facings in all of the tile-backed

stucco-faced walls were crazed and the facings

in some of them were badly cracked, as can be

seen from figures 3, 4, and 5. It was not

determined if large cracks in the stucco facings

coincided, in location, with mortar joints in the

tile backing or if they were caused by possible

differential movements in the backing. The tile appeared to be in good condition after exposure.

[15]
Figure 5. —Upper por- tion of wall 8-sj9A2

after 3 years' outdoor

exposure.

Stucco-faced wall with tile on

side. Cracks about one-fourth

actual size.

and there was no loose oi" spalled stucco in the

facings.

(c) Waterproofed Masonry Walls

Suice the waterproofing gave some protection

to the faces of the treated walls and since most

of these walls were also protected with metal

coverings, the weathering exposure produced

very little structural damage to either the

pargings or the masonry. The discussion of the

structural effects of weathering on the treated

walls will therefore be confined to a few statements on the general condition or appearance

of the waterproofed surfaces.

The color of walls treated with waxes or

solutions containing paraffin and tung oil was

darkened, but it is significant that none of the

high-absorptive brick c in these walls were

spalled or damaged.

Mortar joints treated with grouting materials

or joints that had been repointed appeared to be in good structural condition, except that one

proprietary material, Rocktite, applied as a

relatively thick grout coating to the face joints

[ 16]
FiGUiiE (j.

Oil paint film on wall AlO-bh8B2, after 3 years' outdoor exposure.

AVall was reported before painting.

of wall 88, was badly eroded, exposing the

original mortar surface.

The oil paint applied to wall AlO-bb8B2 was

in fair condition after 3 years' outdoor exposure.

This wall had been repointed before painting,

and the paint film over the joints was crazed

and slightly peeled, as is shown in figure 6. This wall was tested once for permeability between the repointing and the painting treat- ments, and it is possible that the alkalinity of

the repointed joints was not sufficiently neutralized before painting. There was considerable

dusting in the paint film over the brick.

Walls 44-CC12B4, Al2-m8A2, and All-n8A2

were painted with a cement-water paint. After an exposure outdoors for 1 year, the paint film on wall 44 was badly crazed and was cracked

away at 30 or 40 points along the upper and

lower edges of the stretcher brick. Two brick were badly spalled to a depth of one-half inch.

After 3 years' outdoor exposure, the paint

films on the concrete-block walls were crazed

and dusting. There was no scaling of the

paint film except in wall All where the cinder

block had popped or spalled (see fig. 7). After 3 years' outdoor exposure, the Rocktite grout coating over the brick facing of wall

34-cc8B2 was badly crazed and two brick were

spalled, one to a depth of five-eighths inch.

These brick were covered with mortar and a cement-water pamt befoi'e the final test was made on the wall. Neither the cement-water

paint or the Rocktite grout coating prevented

severe spalling of some of the brick in walls containing the high-absorptive brick c.

[17]
Figure 7.

Cement-water paint film on cinder block wall Al l-n8B2 after 3 years' outdoor exposure.

Note crazing of paint film. Dark vertical stains are from dirt waslied off metal covering at top of wall.

2. Permeability of the Plain, not Waterproofed Walls

(a) All-Brick and Brick-Faced Walls 8 or More

Inches in Thickness

The data (see table 3) showing the effects of

outdoor exposure on the water permeability of

all-brick walls 8 or 12 in. thick, and of brickfaced walls with hollow-unit backmgs, indicate no great change in the permeability of about

two-thirds of them, a considerable decrease in the permeability of nearly one-quarter, and an

increase in less than one-tenth. Only one wall

that was visibly damaged (wall 33) showed a

large mcrease in permeability. There was no

significant change in the relative permeability,

before and after outdoor exposure, resulting

from differences in wall thickness, kind of

mortar, or in the kind of backing. The average

permeability of walls containing frost-resistant

bricks was slightly reduced. The rate of leakage

through all of the highly permeable specimens was greatly reduced, and as a result the perform- ance ratings of 3 in 13 of the Very Poor walls were bettered. The general effects of weathering on permeability are given in table 6, which

contains the total number of walls faced with

each kind of brick and the number of walls

showing changes in permeability sufficient to

raise or lower their performance ratings. The

changes in permeability so indicated were considerable and are highly significant except

where permeabilities of the walls were near the

borderline between two performance classifica- tions. Even so, the ratings of 13 walls were

increased and those of only 5 were decreased.

[18]
T\BLE 6.

Effects of outdoor exposure on the premeability of 57 all-brick or brick-faced walls, 8 or 12 in. thick

Number of walls

K ind of brick in facing Performance

rating un- changed

Performance

rating in- creased (less permeable)

Performance

rating de- creased (more

permeable)

Total number

of walls

- 12 5 0 17

Ii - 10 0 3 19

17 2 2 21

Total 39 13 5 57

Most of the walls faced with the low-absorptive brick a were less permeable after outdoor

exposure than before. The performance ratuigs

of none of these walls was reduced, whereas

those of nearly 30 percent were raised. Previous observations on the effects of repeated

permeability tests have indicated a slight but

definite decrease in pei-meability, and it appears

from the data (table 6) that the effects of

weathering exposure did not prevent these

walls from also becoming more resistant to penetration.

The relative performances, before and after

outdoor exposure, of the walls faced with the

medium-absorptive brick h were about the same

as those of walls faced with brick a, except

that the permeability ratings of two specimens were reduced from Good to Fair.

Although nearly 30 percent of the walls built

with brick c had sustained some damage to the joint structure, the permeability of only

10 percent of the total number was greatly

increased while that of another 10 percent

showed a considerable decrease. The average

permeability of this group of walls was practically imchanged.

{b) Four-Inch Brick Walls With Parged Backings

The permeability of all of the 4-in. brick

walls with parged backings was greatly in- creased by the weathering ex-posure (table 3). Failure through these walls appeared much

higher on the back than was the case for the

Heavy Rain tests made before outdoor ex- posure, thus indicating a penetration through new cracks or openings at the top of the walls.

(r) Stucco-Faced Walls

The weathering exposure greatly reduced the

time required for the penetration of moisture

through the stucco-faced walls. The penetration of water in quantity sufficient to become

visible on the backs of walls 6 and 8 reduced

theii" performance ratings from Excellent to Fair or Poor. These walls were not flashed at the bottoms, and the bond between the supporting channel and the wall was broken in all except wall 2, so that no measurements could

be made of the relative amounts of leakage

through the faces occurring befoi'e and after

exposure. The walls with tile backings laid on the side (walls 5, 6, 7, and 8) appeared to be

affected more by the exposure than did the walls

in which the tile cells were placed vertically,

but this observation may have been influenced

by the tendency for water entering hollow units

with vertical cells to drop or run down the

interior of the wall. There was no apparent

advantage in favor of either the plain or waterproofed stucco facings, but walls with the

smooth-finished facings (walls 1, 3, 5, and 7)

appeared to be slightly less permeable after exposure than did the walls with rough surface

textures, wood floated. This difference, however, was very small and may not be significant.

In general, although the permeability of the stuc- co-faced walls was noticeably increased, the per- formance of these walls after exposure was about

the same as that of 8-in. all-brick walls of workmanship A built of medium or low-absorptive bricks.

3. Permeability op the WATERrROOFED

Walls

The effectiveness of the waterproofings applied to the walls before they were exposed out- doors is discussed in section IX of BMS7. A

measure of the durability, or eff'ectiveness, of

the waterproofing treatments, after weathermg

exposure, is obtamed by comparing the pei'meabilities of the specimens before and after out- door storage. Only brief references are made

to the original eff'ectiveness of the treatments,

but in table 4 there is given complete data obtained fi'om all the permeability tests that have

been made before and after the treatments were

[19]
applied. In reviewing the data, given in table 4,

it should be remembered that the exposm-e

periods preceded in the table with an asterisk

indicate that the top, back, and sides of the

walls were protected with sheet metal durmg

the outdoor storage, thereby exposing only the

treated faces to the weather.

(a) Walls Treated With Paraffin and Tung-Oil

Solutions and, Waxes

Paraffin and tung oil in a solution of mineral

spirits was applied to both the brick and the

mortar joints in the wall face, whereas a paraffin

and tung-oil wax was usually applied only to the jomts. Although the permeability of walls

of workmanship B was greatly reduced by buttermg the joints with wax, the effect was only

temporary and the specimens were found to be

highly permeable after an exposure outdoors of

only 1 year (see table 4). Similarly, two or three applications of a paraffin and tung oil, applied to the high-absoiptive brick facing of a

wall of woi'kmanship B with repointed jomts,

wall 37-CC12B2, was effective for at least 1 year, but some leakage through the wall was

observed after an exposure of 3 years. The

treatments reduced the rate of absorption and

the amount of water absorbed by walls of low

permeability, but they were either ineffective or of poor durability when used where they were most needed, on walls that leaked badly.

{b) Walls With Repointed Face Joints

Repointing and toolmg of the face jomts was

found to be the most effective and durable

method of sealing the joints in walls of workmanship B. Although the treatment stopped leaks

through the joints, it was not successful on walls

built with the high-absorptive bricks c, unless

the brick were also treated. The permeability

of most of the repointed walls, either with or without additional treatments, was found to have become progressively lower after successive

periods of outdoor exposure, and the final test performance on half of them was rated Excellent.

(c) Walls With Grouted Face Joints

Grouting or filling interstices in the face

joints with cementitious materials greatly reduced the permeability of walls of workmanship B built of the low- or the medium-absorptive bricks. Although most of the grouted

walls were more permeable when tested after 3 years' outdoor exposure than they were before,

the treatment was still highly effective and may

be expected to have a satisfactory durability and

to be economical, especially since the probable

cost of grouting is considerably lower than

that of repointing.

(d) Walls Painted With Oil or Cement-Water

Paints

Both oil and cement-water paints were found

to be highly eft'ective waterproofings after 3

years of outdoor exposure, even though there

Avas evidence of dusting and peeling or crazing

of the paint films. Large openings in the fac- ing joints of the brick walls 44 and AlO were

filled by repointing before these walls were

painted. The performance of wall 44, built of

high-absorptive brick and painted with a ce- ment-water paint, was rated Excellent. Although the paint film showed considerable deterioration, the waterproofing effect was not

changed after an exposure period of 1 year. Since the concrete block walls (All and Al2)

were not flashed, it was not possible to measure

the rate of leakage, if any, through the walls

and thereby determine their performance ratings, but the available data indicate that the

cement-water jDaints were still effective as Avater- proofings after 3 years of exposure. The back

of wall A12, at the supporting channel, was dry

or merely damp during the latter tests.

(e) Proprietary Waterproofing Materials

The grouting treatment of CAP 515, applied

to the joints of wall 61-aa8B2 by the Building

Chemicals Corporation, was still highly eft'ective after 3 years' outdoor exposure, and there was

no significant change in the permeability of the

wall during that period. A grouting treatment

of Rocktite grout was applied thickly to the face

joints of wall 88-aa8B2 by representatives of a waterproofing company. This grout was fairly

effective but, after 3 years, the permeability of

the wall was greatly increased. It would appear,

therefore, that cementitious grouts applied as a [20]
thick coating to the joints may beneithcr as effec- tive nor as durable as relatively thin coatings

whose primary purpose is to fill intei-stices between the mortar joints and the building iniits. Wall 34-cc8B2 brushed with a grout containing Rocktite color coating was rated Excellent

after an exposure of 1 year and was rated Good

after an exposure of 3 years. There was no

leakage through the wall, but two spalled brick were covered with a cement mortar and paint

before the final test. Walls 39 and 49 were also treated by the

Building Chemicals Corporation (see pages 28

and 29 of BMS7). The permeability of wall

49-bb8A4, treated with paraffin and tung-oil

solution and wax, was greatly increased after 3

years' exposure. The joints of wall 39-cc8B2

were filled with CAP 515 in addition to the

paraffin and tung-oil treatments and the per- formance of this wall was rated Good after more

than 3 years of outdoor exposure.

V. SUMMARY

These conclusions pertain to the effects of a

3-year period of outdoor exposure at Washington, D. C, on the structural appearance and the

water permeability of a group of small masoniy

wall specimens.

The exposure did not have much effect on the

permeability of all-brick or brick-faced walls 8

or 12 in. in thickness. The average permeability of walls built with the low- or with the

medium-absorptive bricks was slightly but significantly reduced. This was true u'respective

of the kind of mortar used. With the exception

of one or two specimens (badly damaged by

weathei'ing) , the average permeability of walls

containing salmon brick was not greatly changed.

The joint structure or masonry in all-brick

and in brick-faced walls, 8 or 12 in. thick, built

of frost-resistant bricks, was not damaged by

the exposure. The masonry in 30 percent of

the walls contaming salmon brick was damaged,

and the damage was most severe in those walls

which contained the lowest proportion of cement in the mortar.

The upper bed joints in brick walls, 4 hi. o

[21

thick, with mortar pargings on the backs, were

badly cracked. The cracks extended tlirough

the pargings, and the permeability of the walls was greatly increased.

The weathering exposure damaged the mortar pargings applied to the tops and ends of

brick walls. Both end and top pargings were

moi-e or less crazed, and about 30 percent of the

top pargings were cracked loose or spalled.

Pargings that were made of mortar containing

tlie lowest proportion of portland cement to lime (1:2:9 parts by volume of cement, hydrated lime, and loose damp sand) were more

severely damaged than were those of the

1 : 1 : 6 or the 1 : 1/4 : 3 mortars. Portland cement stucco, used as a facing on a

structural clay tile backhig, was cracked or badly crazed, but not loose or spalled from the

backing. Although the permeability of the

stucco-faced walls was significantly increased,

the average performance, after exposure, was

nearly the same as that of 8 in. brick walls

built of low-absorptive brick with the joints

filled with mortar.

Repouuiug of the face joints was both an

effective and durable method of waterproofing

when applied to brick walls of medium- or of

low-absorptive brick. Nearly all of the re- pointed walls were less permeable after exposure

than before.

Grouts containing portland cement and fine

sand, thinly applied to the face joints of brick

walls built of low- or of medium-absorptive

brick, were effective as waterproofings after

3 years of exposure. The average permeability

of the grouted walls was increased but theii' performances were still satisfactory.

A paraffin and tung-oil wax, applied to the

face joints of brick walls that leaked badly, was ineffective as a waterproofing after an

exposure of 1 year, at which time the specimens were highly permeable.

Although the paint fihns were visibly

damaged, both oil and cement-water pamts

were still highly effective as waterproofings

after exposure.

Washington, March 28, 1941.

]

BUILDING MATERIALS AND STRUCTURES REPORTS

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The following publications in this series are available by purchase from the Superintendent of Documents at the prices indicated:

BMSl Research on Building Materials and Structures for Use in Low-Cost Housing 100 BMS2 Methods of Determining the Structural Properties of Low-Cost House Constructions 10^ BMS3 Suitability of Fiber Insulating Lath as a Plaster Base 100 BMS4 Accelerated Aging of Fiber Building Boards 100 BMS5 Structural Properties of Six Masonry Wall Constructions 150 BMS6 Survey of Roofing Materials in the Southeastern States 150 BMS7 Water Permeability of Masonry Walls 100 BMS8 Methods of Investigation of Surface Treatment for Corrosion Protection of Steel 100 BMS9 Structural Properties of the Insulated Steel Construction Co.'s "Frameless-Steel" Constructions for Walls, Partitions, Floors, and Roofs 100 BMSIO Structural Properties of One of the "Keystone Beam Steel Floor" Constructions Sponsored by the H. H. Robertson Co 100 BMSll Structural Properties of the Curren Fabrihome Corporation's "Fabrihome" Constructions for Walls and Partitions 100 BMS12 Structural Properties of "Steelox" Constructions for Walls, Partitions, Floors, and Roofs

Sponsored by Steel Buildings, Inc 150 BMS13 Properties of Some Fiber Building Boards of Current Manufacture 100 BMS14 Indentation and Recovery of Low-Cost Floor Coverings 100 BMS15 Structural Properties of "Wheeling Long-Span Steel Floor" Construction Sponsored by

the Wheeling Corrugating Co 100 BMS16 Structural Properties of a "Tilecrete" Floor Construction Sponsored by Tilecrete Floors, Inc 100 BMS17 Sound Insulation of Wall and Floor Constructions 100 Sound Insulation of Wall and Floor Constructions (Supplement to Report BMSl7) 50

BMS18 Structural Properties of "Pre-Fab" Constructions for Walls, Partitions, and Floors Sponsored by the Harnischfeger Corporation 100 BMSl9 Preparation and Revision of Building Codes 150 BMS20 Structural Properties of "Twachtman" Constructions for Walls and Floors Sponsored

by Connecticut Pre-Cast Buildings Corporation 100 BMS21 Structural Properties of a Concrete-Block Cavity-Wall Construction Sponsored by the National Concrete Masonry Association 100 BMS22 Structural Properties of "Dun-Ti-Stone" Wall Construction Sponsored by the W. E. Dunn Manufacturing Co 100 BMS23 Structural Properties of a Brick, Cavity-Wall Construction Sponsored by the Brick

Manufacturers Association of New York, Inc 100 BMS24 Structural Properties of a Reinforced-Brick Wall Construction and a Brick-Tile CavityWall Construction Sponsored by the Structural Clay Products Institute 100 BMS25 Structural Properties of Conventional Wood-Frame Constructions for Walls, Partitions,

Floors, and Roofs 150 BMS26 Structural Properties of "Nelson Pre-Cast Concrete Foundation" Wall Construction

Sponsored by the Nelson Cement Stone Co., Inc 100 BMS27 Structural Properties of "Bender Steel Home" Wall Construction Sponsored by The

Bender Body Co 100 BMS28 Backflow Prevention in Over-Rim Water Supplies 100 BMS29 Survey of Roofing Materials in the Northeastern States 100

[List continued on cover page iv]
BUILDING MATERIALS AND STRUCTURES REPORTS

[Continued from cover page iii] BMS30 Structural Properties of a Wood-Frame Wall Construction Sponsored by the Douglas

Fir Plywood Association 10^5 BMS31 Structural Properties of "Insulite" Wall and "Insulite" Partition Constructions Sponsored by The Insulite Co 150 BMS32 Structural Properties of Two Brick-Concrete-Block Wail Constructions and a Concrete- Block Wall Construction Sponsored by the National Concrete Masonry Association. 10(5 BMS33 Plastic Calking Materials 10^ BMS34 Performance Test of Floor Coverings for Use in Low-Cost Housing: Part 1 100 BMS35 Stability of Sheathing Papers as Determined by Accelerated Aging 100 BMS36 Structural Properties of Wood-Frame Wall, Partition, Floor, and Roof Constructions

with "Red Stripe" Lath Sponsored by the Western Paper and Manufacturing Co-_ 100 BMS37 Structural Properties of "Palisade Homes" Constructions for Walls, Partitions, and

Floors, Sponsored by Palisade Homes 100 BMS38 Structural Properties of Two "Dunstone" Wall Constructions Sponsored by the W. E. Dunn Manufacturing Co 100 BMS39 Structural Properties of a WaU Construction of "Pfeifer Units" Sponsored by the Wisconsin Units Co 100 BMS40 Structural Properties of a Wall Construction of "Knap Concrete WaU Units" Sponsored

by Knap America, Inc 100 BMS41 Effect of Heating and Cooling on the Permeability of Masonry Walls 100 BMS42 Structural Properties of Wood-Frame Wall and Partition Constructions With "Celotex"

Insulating Boards Sponsored by the Celotex Corporation 100 BMS43 Performance Test of Floor Coverings for Use in Low-Cost Housing: Part 2 100 BMS44 Surface Treatment of Steel Prior to Painting 100 BMS45 Air Infiltration Through Windows 100 BMS46 Structural Properties of "Scot-Bilt" Prefabricated Sheet-Steel Constructions for Walls,

Floors, and Roofs Sponsored by The Globe-Wernicke Co 100 BMS47 Structural Properties of Prefabricated Wood-Frame Constructions for Walls, Partitions,

and Floors Sponsored by American Houses, Inc 100 BMS48 Structural Properties of "Precision-Built" Frame WaU and Partition Constructions

Sponsored by the Homasote Co 100 BMS49 Metallic Roofing for Low-Cost House Construction 100 BMS50 StabOity of Fiber Building Boards as Determined by Accelerated Aging 100 BMS51 Structural Properties of "Tilecrete Type A" Floor Construction Sponsored by the Tile- crete Corporation 100 BMS52 Effect of Ceiling Insulation Upon Summer Comfort 100 BMS53 Structural Properties of a Masonry WaU Construction of "Munlock Dry WaU Brick,"

Sponsored by the Munlock Engineering Co 100 BMS54 Effect of Soot on the Rating of an Ofi-Fired Heating BoUer 100 BMS55 Effects of Wetting and Drying on the Permeaoility of Masonry WaUs 100 BMS56 A Survey of Humidities in Residences 100 BMS57 Roofing in the United States— Results of a Questionnaire 100 BMS58 Strength of Soft-Soldered Joints in Copper Tubing 100 BMS59 Properties of Adhesives for Floor Coverings 100 BMS60 Strength, Absorption, and Resistance to Laboratory Freezing and Thawing of Building

Bricks Produced in the United States 150 BMS61 Structural Properties of Two Nonreinforced Monolithic Concrete WaU Constructions.- 100 BMS62 Structural Properties of a Precast Joist Concrete Floor Construction Sponsored by the Portland Cement Association 100 BMS63 Moisture Condensation in Building Walls 100 BMS64 Solar Heating of Various Surfaces 100 BMS65 Methods of Estimating Loads in Plumbing Systems 100 BMS66 Plumbing Manual 200 BMS67 Structural Properties of "Mu-Steel" Prefabricated Sheet-Steel Constructions for WaUs,

Partitions, Floors, and Roofs Sponsored by Herman A. Mugler 150 BMS68 Performance Test of Floor Coverings for Use in Low-Cost Housing:. Part 3 150 BMS69 Stability of Fiber Sheathing Boards as Determined by Accelerated Aging lOi BMS70 Asphalt-Prepared RoU Roofings and Shingles 150 BMS71 Fire Tests of Wood- and Metal-Framed Partitions 200 BMS72 "Precision-Built Jr." Prefabricated Wood-Frame WaU Construction Sponsored by the Homasote Co 100 BMS73 Indentation Characteristics of Floor (Coverings 100 BMS74 Structural and Heat-Transfer Properties of "U. S. S. PanelbUt" Prefabricated SheetSteel Constructions for Walls, Partitions, and Roofs Sponsored by the Tennessee

Coal, Iron & Railroad Co 150 BMS75 Survey of Roofing Materials in the North Central States 150 BMS76 Effect of Outdoor Exposure on the Water Permeability of Masonry Walls 150