MMR : DBH U. 3. DEPARTI IE NT OF COMMERCE NATIONAL BUREAU OF STANDARDS UASKlNG'TON (March 15, 1941) Letter Circular : LC 642 / ’ Supersedes LC 495)/ Concrete and reinforced concre t e Publicat ions by Members of the Staff of the National Bureau of Standards, together with a list of Federal Specifications. CONTENTS Page Technologic Papers (T) ........... 2 Research Papers (RP) 4 Circulars (C) ... . 6 Letter Circulars (LC) 6 Building and Housing Publications. (BH) . 6 Building Materials and Structures . (BMS) . 7 Commercial Standards (CS).... 7 Simplified Practice Recommendations . (R) . 7 Federal Specifications (F3) 8 Outside Publications 8 GENERAL INFORMATION le publications in this list have appeared in the regular series of ; publications of the Bureau and others in various scientific and technical journals. Unless specifically stated, papers are not obtainable from the National Bureau of Standards . where the price is stated, the publication can be purchased from the Superintendent of Documents, Government Printing Office, Washington, D. C. The prices quoted are for delivery to addresses in the United States and its territories and possessions and in certain countries vhich extend the franking privilege. In the case of all other countries, one-third the cost of the publication should be added to cover postage. Remittances should be made either by coupons (obtainable from the Superintendent of Documents in sets of 20 for §1.00 and good until used), or by checK or money order payable to the ,? Super i.ntendent of Documents, Government Part I - Part II - Part III - part IV - Part V - Part VI - Part VII - Part VIII - part IX - Part y — Some of
Transcript
MMR : DBH U. 3. DEPARTI IENT OF COMMERCENATIONAL BUREAU OF STANDARDS
UASKlNG'TON
(March 15, 1941)
LetterCircular
:
LC 642 /’ SupersedesLC 495)/
Concrete and reinforced concrete
Publicat ions by Members of the Staff of the National Bureau ofStandards, together with a list of Federal Specifications.
CONTENTS Page
Technologic Papers (T) ........... 2
Research Papers (RP) 4
Circulars (C) ...
.
6
Letter Circulars (LC) 6
Building and Housing Publications. (BH) . 6
Building Materials and Structures . (BMS) . 7
Commercial Standards (CS).... 7
Simplified Practice Recommendations. (R) . 7
Federal Specifications (F3) 8
Outside Publications 8
GENERAL INFORMATION
le publications in this list have appeared inthe regular series of ; publications of the Bureau and others invarious scientific and technical journals. Unless specificallystated, papers are not obtainable from the National Bureau ofStandards
.
where the price is stated, the publication can be purchasedfrom the Superintendent of Documents, Government Printing Office,Washington, D. C. The prices quoted are for delivery to addressesin the United States and its territories and possessions and incertain countries vhich extend the franking privilege. In thecase of all other countries, one-third the cost of the publicationshould be added to cover postage. Remittances should be madeeither by coupons (obtainable from the Superintendent of Documentsin sets of 20 for §1.00 and good until used), or by checK ormoney order payable to the ,? Super i.ntendent of Documents, Government
Part I -
Part II -
Part III -
part IV -
Part V -
Part VI -
Part VII -
Part VIII -
part IX -
Part y —
Some of
- 2 -
GENERAL INFORIIaTIOIT (Continued)
Printing Office” and sent to hin with order. Letter Circularsare obtainable, without charge, fron the Bureau. Publicationsmarbed "OP” are out of print, but, in general, nay be consultedat technical libraries.
For papers in other scientific or technical journals, thename of the journal or of the organization publishing thearticle is given in abbreviated fom T ith the volume number(underscored), pane, and year of publication, in the ordernamed
.
Serial letters are used to designate the several seriesof Bureau nublications
:
T = "Technologic Paper." T1 to T3 79. This serieswas superseded by the "Bureau of StandardsJournal of Research" in 1928.
RP= "Research Paper." These are reprints of articlesappearing in the "Bureau of Standards Journalof Research" and the "Journal of Research ofthe Rational Bureau of Standards, " the latterbeing the title of this periodical sinceJuly 1934 (volume 13, number 1).
BH= "Building an; Housing" publication .
BMS="Building materials and Structures" publication.
C ="Circular."
CS = "Commercial Standard."
LC = "Letter Circular."
R ="SimDlified Practice Recommendation."
Circular C24 and suonlenents, the complete list of theBureau’s publications (1901-1930), is sold by the Superintendentof Documents for 55 cents. Announcement of new publications ismade each month in the Technical News Bulletin which is obtain-able by subscription at 50 cents per year.
PART I. - TE C I INOL 0GI C PAPER
S
Seri es Price
The strength of reinforced concrete beams, T2(first series). R. L. Humphrey and L. H.Losse. Tech. Pap. B5 1, (1910-12).
OP
-3 -
PART I. - TECHNOLOGI C PAPERS (Continued)
Series Price
Tests of the absorptive and permeable proper- T3ties of Portland cenent nortars and concretes,together with tests of dampproofing and water-proofing comnounds an.d materials. R. -T. Wigand P. H. Bates, ^ech. Pap. BS 1, (1910-12).
The effect of high-pressure steam on the crush- T5ing strength of porlland cement and concrete.R. J. Wig „ Tech. Pap. .BS 1, (1910-12).
Action of the salts in alkali water and sea water T12on cement. P. K. Bates, A. <T. Phillips andR. 1. Wi g . Tech. Pap. BS 2., (1912-14).
OP
OP
OP
Electrolysis in concrete. E. B. Rosa, B. McCollum T18 CPand 0. A. Peters. Tech. Pap. BS Z, (1912-14).
Strength and other properties of concretes asaffected by materials and methods of prepara-tion. R. 1. Wig, G. M. Williams ana E . R.Gates. Tech. Pap. BS 6, (1915-16).
Durability of stucco and plaster construction.R. 1.
T7ig, 1. C. Pearson and 1 . L Ernie y.
Tech. Pap. BS 7, (1916-17).
Tests of bond resistance between concrete andsteel. W. A. Slater, E. E. Richart andG. 0. Scofield. Tech. Pap. BS 14, (1920-21)
T58 OP
T70 OP
T173 CP
Pouring and pressure tests of concrete. W, a. T175 OPSlater and A. T. Goldbeck. T-sch. Pap. BS 14,(1920-21).
Effect of repeated reversals of stress on double- T182 OPreinforced concrete beans, w. a. Slater, G.A.Smith and H. P. Mueller. Teel. Pan. 33 14,(1920-21)
.
Fire tests of building columns. 8. H. Ingberg, T184 7 5$/
H. K. Griffin, W. C. Robinson and R. E. Wilson.Tech. Pap. BS 15, (1921).
Tests of a hollow tile and concrete floor slebreinforced in two directions. W. A. Slater,A. Hagener and G. P. Anthos. Tech. Pan. BS16, 727 (1921-22).
O RC.J 4T22G
-*fc-
PART I. - TP CHNOL0 GI C PAPIR5 (Continued)
Tests of heavilybeans. 1T
. A.Tech. Pan. BS
reinforced concrete slabSlater and ?. B. Seely.17, 297 (1922-24).
Series
T233
Price
C?
Loading tests of a hollow tile and reinforced T236 OPconcrete floor of Arlington Building, Wash-ington, D. C. L. 1. Larson and 3. N.Petrenko. Tech. Pap. BS 17 , 405(1922-24).
Lire resistance of concrete columns . W. A. T272 25/Hull an r_1 1. II. Inghorg. Tech. Pan. BS 18,635(1924-25).
Tests of hollow tile and concrete slabs rein- T291 OPforced in one direction. D. E. Parsonsand A. H. Stung. Tech. Pap. BS 1_9, 465(1924-25).
Durability of c orient drain tile and concrete T307 OPin alkali soils; fourth, progress report(1923). G. LI. Williams and I. Euriong.Tech. Pap. BS 20, 191(1925-26).
Shear tests of reinforced concrete beams. T314 50/W. A. Slater, A. R. Lord and Pc. R.Zipnrodt . Tech. Pan. BS 20, 387(1925-26).
PART II - RESEARCH PAPERS/
Test of the effect of brackets in reinforcedconcrete rigid frames. E . I. Richart.B3 3. Research 1, 189(1928).
Tests of composite beans and slabs of hollowtile and concrete. D. E. Parsons andA. H. Stang. BS 1. Research 4, 815(1930).
The physical properties of cast stone. 3.Tucker, Jr., G. W. Walker and 3. A.Swenson. BS 3. Research 7, 1067(1931).
Tests of integral and surface water nroof ingsfor concrete. C. H. 3umoer. BS 3.Research _7, 1147(1931).
Areas and tensile oroue] ties ofconcrete -re inf orcem.; nt bars
.
R. L. Sweetnan and C. Gough.Research 9, 509(1932).
deformedA. H. Stang,BS 3.
R?9 25/
RP181 15/
RP389 5/
RP394 10/
RP486 OP
PART II - RESEARCH PAPERS (Continued)
Series Price
Clay in concrete. D. A.. Parsons. B3 I. RP529Research 10, 257(1933).
Tests on a re inforced-concrete arch of RP609the Arlington Menorial Bridge.C. C. Fishburn and I. L. Eagle.BS I. Research 11 ,
567(1933).-
Experiments on exterior waterproofing RP771materials for masonry. D. TT
. Kessler.I. Research ITBS 14, 317 (1935).
Effect of granulometric composition of cement RP777on the prpperties of pastes, mortars andconcretes. J. Arthur Swenson, Lacey A.Wagner and George L. Pieman . J. ResearchNBS 14, 419(1935).
Effect of calcium chloride on Portland cements RP782and concretes. Paul Rape. ,7. ResearchNBS 14, 499(1935).
Behavior of high-early- strength cement RP799concretes end mortars under varioustemperature and humidity conditions.Louis Schuman and Edvard A. Pisapia.J . Re search ITBS 14, 7 23(1935).
Some tests of steel columns incased in concrete. RPS73Ambrose H. Stang, Herbert L. Whitt eraore andDouglas
'p. Parsons. I. Research ITBS 16 ,
265(1936).
Effects of partial prehydration and different RP887curing ternce natures on some of the proper-ties of cement and concrete. F. B, Hornibrook,G. L. Kalousek, and C. H. Funner
.
<J . Research NBS 16, 487(1936).
Effect of temperature on the stress-deformation RP970of concrete. Arthur U. Theuer. J. ResearchNBS 18, 195(1937).
A study of vibrated concrete. I, Tucker Jr,, RP1048G. L. Pieman, E. A, Pisapia and J. S. Rogers.J. Research NBS 19, 575(1937).
OP
50
5 ^
CP
OP
OP
lQjz'
5 0
50
100
PART II - RESEARCH PAPERS (Continued
Serie •ice
A portable apparatus for measuring vibrationin fresh concrete. G. L. Pignan, F. B.
Hornibrook and I. S. -Rogers. I. ResearchF33 20, 707(1338).
RP1101 10^
Concrete as a protective material against high-voltage X-rays. Georre Singer, Lauiston S.
Taylor, and Arvid L. Charlton. J. ResearchTTB3 21, 783(1938).
RP1155 5^
A portable anparatus for determining the relativwear resistance of concrete floors L.Schuman and I. Tucker, Jr .
• J. Research NBS,23, 549(1932).
e RP1252 CP
Application of vibrators for measuring mortarconsistency and fabricating • mortar cubesR. L. Blaine and J. Tucker, Jr. J. ResearchNBS 24, 103(1240).
RP1273 10
Ilethod for determining the moisture conditionin hardened concrete. G. R. Gause andJ. Tucker, Jr. J. Research NBS 25, 403(1940)
RP1334 5ji
PART III - CIRCULARS
Properties and manufacture of concretebuilding units. Cir. BS, (1926).
C304 OP
Stucco Investigations at tne Bureau ofStandards \ ith recommendations forPortland cement stucco construction.
Structural properties of a ”Tilecrete” floor BASIS 10/construction sponsored By Tilecrete Bloors,Inc. II. L. Whittenore
, A. K. Stang, andC. C. Fishburn. (1939).
Structural properties of "Twachtnan” construe- BM320 10/tions for walls and floors sponsored byConnecticut Pre-Cast Buildings Corporation.E. L. Whittenore, A. H. Stang, and D. E.Parsons
. ( 1939 ) .
Structural properties of TtITelson Pre-Cast BIIS26 10/Concrete Foundation” wall construction spon-sored by the Nelson Cenent Stone Company,Inc. II. L. T '7hittemore
, A. H. Stang, andC. C. Fishburn. (1939).
Structural properties of a wall construction BIIu40 10/of ”Knap Concrete Wall Units” sponsored byKnap America, Inc. H. L. Whittenore, a. II.
Stang and C. C. Fishburn. (February 19a0 )
.
Structural properties of "Tilecrete Type A" BHS51 10/floor construction sponsored by the TilecreteCorporation. A. H. Stang and D. F. Parsons.(Tune 1940).
Structural properties of two nonreinforced BUS61 10/Monolithic concrete wall constructions.A. H. Stang and DUE. Parsons. (October 1940).
Structural properties of a precast joist BUS 6 2 10/concrete floor construction sponsored by thePortland Cement Association. H. L.Whittenore, A. H. Stang, and D. E. Parsons.( October 1940.) .
PART VII - COMMERCIAL ST^I ; LaRDS
Series Pri ce
Cast stone, colors and finishes for 53-35 5/
PART VIII - SIMPLIFIED PRACTICERECOIL JURAT 10M 3
Steel reinforcing bars. (1930). R26-30 5/
Concrete building units (block, tile and brick) R32-38 5/(1932)
The specifications listed below are issuedbp the Federal Specifications ExecutiveCommittee, Procurement Division, FederalWarehouse, Washington, D. C. Copies maybe secured from the Superintendent ofDocuments, Government Printing Office, thi^city, at the prices indicated.
Bars; reinforcement, (for) concrete.
Bases; metal; (for) plaster and stuccoconstruction
.
Sieves; standard testing.
Aggregates; (for) portland cement concrete.Brick; concrete.Cements, hydraulic, general soecif ications
The articles listed below are. not for distribution or sale bythe Government, but may be consulted at most large libraries
PART X OUTSIDE PUBLICATIONS (Continued)
or in sone oases may be purchased directly from the publishers:
Action of the salts in alkali water and sea water on cement.R. J. Fig and p. H. Bates. I. Franklin Inst, (journalof the Franklin Institute, 20th & Parkway, Philadelphia,pa.), 175, 65(1913).
Reinforced concrete slabs. W. A. Slater. Proc . An. Soc . Test-ing Materials (American Society for Testing Materials, 260South Broad St., Philadelphia, Pa.), 15
, 874(1913).
Use of the strain gage in the testing of materials. W. a.Slater and II. F. Moore. Proc. An. Soc. Testing Materials,13, 1019 (1913).
Properties of Portland cement having a high MgO content.P. H. Bates. Proc. Air. Concrete Inst. (American ConcreteInstitute. '7400 Second Elvd., Detroit, Mich.), 10, 470(1914).
Some further results obtained in investigations of the propertiesof port.iand cement having a high MgO content. P. H. Bates.Proc. Am. Concrete Inst., 11
, (1915).
The effect of fine grinding and a higher S0g content upon thephysical properties of Portland cement. P. H. Bates. Proc.Am. Soc. Testing Materials, 15
,Part II, 126(1915).
T,rhat is the trouble with concrete in. seawater? R. I. Wig andLewis R. Ferguson. Series of five articles in Eng. News-Record (McGraw-Hill Publishing Co., Inc., 330 West 42h St.,New York, N. Y.), September 1917.
Tests of stucco. I. C. Pearson. Proc. Am. Concrete Inst.,14, 109(1918).
Fire tests of concrete columns. W. A. Hull. Proc. Am. ConcreteInst., 14, 138(1918).
Tentative report on design of reinforced gypsum. W, A. Slater.Proc. Am. Soc. Testing Materials, 19
,Part II, 348(1919).
Cements producing quick hardening concretes. P. H. Bates. Proc.Am. Soc. Testing Materials, 19 , Part II, 429(1919).
Proportioning of concrete. G. II. Williams. Proc. Am. Soc.Testing Materials, 19
, Part II, 476(1919).
Elasticity of concrete. G. M. Williams. Proc.Materials, 19, Part II, 594(1919).
Am. Soc. Testing
- 10 -
PART X - OUTSIDE PUBLICATIONS (Continued)
Structural laboratory investigations in reinforced concretenade by Concrete Ship Section, Emergency Eleet Corporation.
A. Slater. Proe. An. Concrete Inst., 15, 24(191.9).
Tests of concrete tanks for oil' storage. I. C. Pearson andC. A. Smith. Proc . An. Concrete Inst. (American ConcreteInstitute, 7400 Second Blvd
. ,Detroit, Iiich.), 15, 186(1919).
Tests of tv/o recent theories for proportioning concrete. G. -L.
Gilliams and Watson Davis. Eng. News-Record (IlcGravw-KillPublishing Co., Inc., 530 W. 42nd St., Mew York, N. Y.),June 12, 1919: Subsequent discussions and contributions,Eng. News-Record, August 14, 1919 and April 22, 1920.
Tests of Die. in and reinforced gypsum beams. W. a. Slater andG. P. Anthos . J. Western Soc. Engrs. (Western Society ofEngineers, 1121 Dobson St., Evanston, Illinois), Sentember1919.
Eire tests of concrete columns.Inst., 16, 20(1920).
Hul
.
’roc. An. Concrete
New developments in surface treated concrete and stucco. J. C."Pearson and J. J. Earley. Proc. Am. Concrete Inst., 15,70(1920).
Compressive strength of concrete in flexure i r Slater andR. R. ^ipprodt. Proc. An. Concrete Inst., 16, 120(1920)
Some determinations of the stress .deformation relations foiconcrete under repeated and. continuous loadings. G. id.
"Wiliams. Proc. An. Soc. Testing Material's (AmericanSociety for Testing Materials, 260 South Broad St.,Philadelphia, Pa.), 20, Part IT, 233(1920)'.
Modulus of elasticity of concrete. G. II. Williams. Proc. An.Soc. Testing Materials, 20,' Part II, 262(1920).
How can laboratory tests of concrete materials be made of greatervalue to the field engineer and contractor! G. I.. Williams.Conor • (Concrete Publishing Co., 400 W. Madison 'St.,' Chicago,Illinois), 16, 194, April 1920.
Flov/ability of concrete and its' measurement by means of the' flowtable. G. M. Williams. Eng. News-Record, May 27, 1920.
Reinforcement for diagonal tension. W. A. Slater. Concrete, 17,
Angus t 1920.
Further tests of concrete tanks for oil storage. G. A. Smith.Proc. Am. Concrete Inst., 17, 22(1921).
- 11 -
PART X - OUTSIDE PUBLICATIONS (Continued)
Lessons in fire resistance from the Frankford fire. 17. A.Hull. Proc. An. Concrete Inst., 17
,205(1921)
.
Moments and stresses in slabs. II. M. Westergaard and W. A.
Slater. Proc. An. Concrete Inst., 17, 415(1921).
Time of set of concrete. Watson Davis. Proc. Am. Soc . TestingMaterials (American Society for Testing Materials, 260 SouthBroad St., Philadelphia, Pa.), 21, part II, 995(1921).
Discussion on tentative specifications for concrete and reinforcedconcrete. _W. A. Slater. Proc. Am. Soc. Civil Engrs.(..American Society of Civil Engineers, 3-3 W. 39th St.
,New
York, IT. .Y.), September 1921.
Concrete by strength - Austrian specifications, translations,and comments. W. A. Slater. Concrete (Concrete PublishingCo., 400 >•'/. Madison St., Chicago, Illinois), 19 , 231, December1921.
Effect of hydrated line on the strength and flow of concrete.T '
T
. E. Enley. Proc. Am.. Soc. Testing Materials, _28, Part II,284(1922) .
Girderless floors in Malmo, Sweden - Translation and comments.17. A. Slater. Concrete, 20, 264, June 1922.
Alkali attack on concrete roads and building brick - a studyof disintegration in G-lenn County, California. IrvingFurlong. Eng. News-Record (McGraw-Hill Publishing Co.,Inc., 330 I'M 42nd St., New York, N. Y. ) , July 13, 1922.
What quality of concrete block should become standard*? J. C.Pearson. Concrete, 21, 135, November 1922.
Tests to determine distribution of stresses in flanges ofT-beams . A review of test results and building specifica-tions. pH A. Slater. Concrete, 21, 145, November 1922.
A penetration test for the workability of concrete mixtureswith particular reference to the effects of certainpowdered admixtures. J. 0. Pearson and F. A. Hitchcock.Proc. An. Soc. Testing Materials, 23, Part II, 276(1923).
An interesting case of dangerous aggregate. J. 0. Pearson . andC. F. Louvhlin. Proc. An. Concrete Inst. (American ConcreteInstitute, 7400 Second Blvd., Detroit, Mich.), 1£, 142(1923).
Thoughts on concrete houses. J. C. Pearson. Proc. An. ConcreteInst., 19, 167(1923).
- 12 -
PART X - OUTSIDE PUBL1 0AX 1
1ON3 (Continued)
Inundation methods for measurement of sand in naming concrete.Or. A. Smith and 17. A. Slater. Proc. Am. Concrete Inst.,19, 222(1925).
Economic value o f admixtures. I. C. Pearson and Frank A.Hitchcock. Proc. 'An. Concrete Inst., 20, 312(1924).
Control of concrete for University of Illinois Stadium. 17. n.Slater and R. L. Brown. Proc. Am. Concrete Inst., 20, 403(1924).
Field tests’ of concrete used on construction v.ork. 17. -ti. . Slate
r
and Stanton Unlker. Proc. Am. Concrete Inst. (American'Concrete Institute, 7400 Second Blvd., Detroit, Llich.), 20 ,
420(1924).
Stucco investigations of the Bureau of Standards. I. C. PearsonProc. oi Buirding Officials Conference, 10 , 143(1924).
Accelerators for concrete. I. C. Pearson. Concrete. (ConcretePublishing Co., 400 V. Uadi son Avenue', Chicago, Illinois),24, 33, January 1924.
Crazing on cement products. P. I.. . Bates. Proc. An. ConcreteInst., 21, 126(1925).
Report on field tests of concrete used in construction work.VT
. A. Slater and Stanton Walker. Proc. Am. Soc . CivilEngrs. (American Society of Civil Engineers, 33 17. 39th St.,New vork, p. Y.), 51, 1, January 1925.'
Tests of’ bond resistance in reinforced concrete beans - Trans-lation s nd discussion. V7. A. Slater.' Ena. News-Record(McGraw-Hill publishing Co., Inc., 330 V. 42d St.
,New York,
IT. Y.), June 25, 1925.
Fine grinding of cement increases strength of concrete. Norrismin and VJ
. H. Sligh. Concrete, 27, 47, September 1925.
Close water control important in alumina cement concrete, p. H.Bates. Eng. News-Record, September 17, 1925.
What the Bureau of Standards is doing to solve many problemsrelating to concrete. Frank A. Hitchcock. Concrete, _7,30, October 1925.
Relation of 7-dav to 2P-day compra-ssivo strengths of mortarand concrete. W. A. Slater, proc. An. Concrete Inst.,22, 437(1926).
- 13 -
PART H - OUTSIDE PUBLICATIONS (Continued)
Use of sulphur in rendering concrete drain tile resistant toattack of alkali. P. H. Bates. Ind . & Eng. Chern. (Industrialand Engineering Chemistry, Hills Bldg., Washington, D. C.),March 1926.
Long-time tests of high magnesia cements. P. H. Bates.Proc. Am. Soc. Testing Materials (American Society forTesting Materials, 260 South Broad St., Philadelphia, Pa.),27, Part II, 324(1927).
Portland cement in concrete' engineering . R. H. Bogue . -Proc.Am. Concrete Inst,, 23 , 555(1927).
Why time is a f clor in the study and use of cement. P. H.-
Bates. Proc. Am. Concrete Inst., 23, 436(1927).
Adhesion of plaster and stucco to hollow building tile. 1. A.Murray and H. D. Poster. An. Architect ( Blearst Magazine,Inc., 572 Madison Ave . ,
New York, N. Y.), 132, 839, December20, 1927 .
A study of some methods of measuring workability of concrete.George A. Smith and George Conahby. Proc. An. Concrete Inst.(American Concrete Institute, 7400 Second Blvd., Detroit,Mich.), 24, 24(1928).
Cement, as a factor in the workability of concrete. ?. H. Batesand I. R. Dwyer. Proc. Aril. Concrete Inst., 24_, 43(1928).
Notes on the progress of some studies of the crazing of Portlandcement mortars, p. K. Bates and C. H. Jumper. Proc. Am.Concrete Inst., 24 , 179(1928).
Some features of the testing of Stevenson Creek arch dam. U. a.Slater. Proc. Am. Concrete Inst., 24, 273(1928). -
Bond between concrete and hollow tile. J. C. Oleinik. Eng. andContr. (Engineering and Contracting, Gillette PublishingCo., 401 rM Madison St., Chicago, Illinois), 67_, 19, January1928.
Report of tests on Stevenson Creek Dam. W . A. Slater. Proc.Am. Soc. Civil Engrs. (American Society of Civil Engineers,33 VU 39th St., New York, N. Y.
)
,
May 1928.
Tension, bend and impact tests on reinforcement bars. V-. A.Slater and G. A. Smith. Proc. Am. Soc. Testing Ilatei iais(American Society for Testing Materials, 260 South BroadSt., Philadelphia, Pa.), 29,~Part II, 183(1929).
PART X - 0UT5j.DE PUBLICATIONS (Continued)
Influence of mineral composition of aggregates on fireof concrete. S. H. Ingberg. Pro. Am. Soc. Testing29, Part- II, 824(1929).
The physical properties of commercial cast stone. J. Tucker, Jr.and G. \J
.
VTa liter. Proc. Am. Concrete Inst., 25_, 501(1929).
Discussion of paper by Searcy B. Slack on "The behavior of a rein-forced concrete arch during construction." D. X. Parsons.Proc. Am. Soc. Civil Engrs., 2279, November 1929.
High .strength, high early strength and waterproof concrete.P. H. Bates. Engrs. and Eng. (Engineers and Engineering -
Ceased publication - with Vol. 49, March 1932), 46_, 177,July 1929.
The relation between the strengths of cements developed by mortarspecimens ana concrete specimens. J. Dwyer ana P.H. Bates.Proc. Am. Soc. Testing Materials, 30 ,
Part II, 598(1930).
Some properties of high alumina cement from six countries. P. H.Bates. Proc'. New Intern, assoc, testing Materials (NewInternational Association for Testing Materials, Leonhard-strasse 27, Zurich, Switzerland), Group B, 210(1930).
Cement and concrete (Chapter XXVIII, Annual Survey of AmericanChemistry, 1930). John Tucker, Jr., Annual Survey Am. Chen.(Annual Survey of American Chemistry, National ResearchCouncil, Washington, D. C.), May 1931.
resistanceMaterials,
The selection of durable aggregates for concrete.• J. Tucker, Jr., and Ward Pignan. Rock ProductsPublishing Corp., 205 17. Wacker Drive, Chicago,34
, 37, August 1, 1931.
M. Tenin,( TradepressIllinois )
,
The physical properties of cast stone. J. Tucker, Jr., G. N.walker and J. Arthur Swenson. Proc. Am. Concrete Inst.(American Concrete Institute, 7400 Second Blvd., Detroit,Michigan), 28, 243(1931); also 33 J. Research 7, 1067(1931)RP389
.
Tests of integral and surface waterproof ings for concrete. C. K.Jumper. Proc. Am. Concrete Inst., 28, 209(1931); also BS J.
• Research 7, 1147(1931), RP394.
Volume changes of gypsum fiber concrete. H. F. McMurdie and F. LMarsh. Rock Products, 35, March 26, 193 2.
Tests of Mesnager hinges. D. E. Parsons and A. H.An. Concrete Inst., 31, 304(1935).
Stang. Proc.
PART X - OUTSIDE PUBLICATIONS (Continued)
Factors of workability of Portland ceutr.t concrete. U. H.Herschel and E . A. Pisapia. Prcc. Ar:. Concrete Inst.,32, 641(1936).
Effect of departure from planeness of bearing surfaces on thecompressive strength of 2- in. mortar cubes. I. R. Dwyer.Proc. An. Soc. Testing hater ials ( /doer i can Society forTesting Ilaterials, 260 South Bread St., Philadelphia, Pa.)3_6 , Part II, 351(1936).
An apparatus for determining Young’s modulus of buildingmaterials by the dynamic method - F. B. Ilornibrook. Bull.A.S.T.ll. ,
