ࡱ> tvu#` _bjbj5G5G 4dW-W- @7@7@7@7d7lvC.88888999BBBBBBB$Dh GRBu;99;;B88g0C>>>;:88B>;B>>AiA88 fn@7;5ABFC0vC=A,^G=^GiA^GiA,9Z9@>!:4U:g999BB>999vC;;;;||  QUIKRETE Guide Specification FastSet"! Non Shrink Grout (No. 1585-09) Non  Shrink, Very Rapid Hardening Concrete Repair Mortar, Partial or Full Depth Structural Repair Mortar and Non-Shrink Grout Section 036200 Non-Shrink Grouting Specifiers Note: Edit the following list for the specific application as required for the project. PART 1 GENERAL 1.10 SUMMARY A. Provide non shrink, rapid setting, high strength repair mortar for horizontal structural patch and repair of existing concrete substrate. B. Provide high strength, non-metallic, Portland cement based non shrink grout. C. Related Sections: Other specification sections which relate directly to the work of this section include the following: Section 030130: Maintenance of Cast-in-place Concrete Section 030140: Maintenance of Precast Concrete Section 033000: Cast-In-Place Concrete Section 034000: Precast Concrete Section 033100: Structural Concrete Section 030129: Rigid Pavement Repair 1.20 SUBMITTALS A. Product Data: Submit manufacturers product data and installation for each material and product used. Include manufacturers Material Safety Data Sheets. 1.30 REFERENCES 1. ASTM C 109: Compressive Strength of Hydraulic Mortars 2. ASTM C 191: Setting time of Hydraulic Cement 3. ASTM C 882: Slant Shear Bond Strength 4. ASTM C 928: Rapid Hardening Cementitious Materials for Concrete Repairs 5. ASTM C 939: Flow of Grout 6. ASTM C 1107: Hydraulic Cement Grout (Non Shrink) 7. Region III Test Method IV: Freeze/Thaw Testing Utah D.O.T. Bond/Slant Shear Testing 1.40 QUALITY ASSURANCE A. Manufacturers Qualifications: The manufacturer shall be a company with at least fifteen years experience in the manufacturer and marketing pf pre-packaged cementitious repair materials. B. Installers Qualifications: The contractor shall be qualified to perform the work specified by reason of experience. 1.50 DELIVERY, STORAGE AND HANDLING A. Deliver products in original packaging, labeled with product identification, manufacturer, batch number and shelf life. B. Store products in a dry area. Protect from direct sunlight. C. Handle products in accordance with manufacturers printed recommendations. PART 2 PRODUCTS 2.10 MATERIALS A. Non Shrink rapid setting high strength, hydraulic cement based repair mortar and Non Shrink Grouts for horizontal applications. Comply with the following: 1. Manufacturer: Fastset"! Non Shrink Grout (#1585-09) as manufactured by the QUIKRETE Companies, One Securities Centre, 3490 Piedmont Road, NE, Suite 1300, Atlanta, GA 30305; telephone (404) 634-9100. 2. Performance and Physical Properties at 73 degrees F and 50 percent relative humidity: a. Compliance: ASTM C 928 R-3 specifications ASTM C 1107 CRD 621 b. Working Time, ASTM C 1107: 15-20 minutes. c. Final Set Time, ASTM C 191: 20-45 minutes. d. Compressive Strength, ASTM C 109 Modified: Fluid: 2000 psi (13.8 MPa) @ 3 hours, 4000 psi (27.6 MPa) @ 24 hours, 5000 psi (34.5 MPa) @ 7 days and 6500 psi (44.8 MPa) @ 28 days. Flowable: 2500 psi (19.2 MPa) @ 3 hours, 4500 psi, 4500 psi (31 MPa) @ 24 hours, 5500 psi (37.9 MPA) @ 7 days and 7500 psi (51.7 MPa) @ 28 days. Plastic: 3000 psi (20.7 MPa) @ 3 hours, 5000 psi (34.5 MPa) @ 24 hours, 6000 psi (41.3 MPs) @ 7 days and 8000 psi (55.1 MPs) @ 28 days. e. Slant Shear Bond Strength, ASTM C 928: 1000 psi (6.9 MPa) @ 24 hours, 1500 psi (10.3 MPa) @ 7 days and 2500 psi (17.2 MPa) @ 28 days. f. Height Change, ASTM C 1090: 0-0.2%. g. Flow at Fluid Consistency, ASTM C 939: 20-30 seconds. PART 3 EXECUTION 3.10 EXAMINATION A. Examine substrates and conditions under which materials will be installed. Do not proceed with installation until unsatisfactory conditions are corrected. B. Coordinate installation with adjacent work to ensure proper sequence of construction. Protect adjacent areas landscaping from contact due to mixing and handling of materials. 3.20 SURFACE PREPARATION: Comply with manufacturers printed instructions and the following: A. Remove all spalled and unsound concrete from area to be repaired. If rusty reinforcing steel is present; it must be abrasive blasted to remove rust. B. Remove enough material to completely expose reinforcing steel. C. Large vertical or overhead patches deeper than 2 (50 mm) should contain reinforcing steel. An additional steel should be inserted using appropriate techniques, if none is present. D. Clean surface to be repaired of all materials including dust, oil, dirt and grease. E. Dampen with clean water before patching and remove standing water. 3.30 MIXING: Comply with manufacturer s printed instructions and the following: A. Material should be mechanically mixed for a minimum of 3 minutes using a five gallon (19L) bucket with a 3 (12mm) drill and paddle mixer. For large grouting applications a standard mortar mixer should be used. B. Add 1 gallon (4.7L) of clean water for each 60lb (27.2 kg) bag to achieve a plastic consistency. (Flowable: 1 gallon (5.7L), fluid 1 gal. (6.6L)). Add the powder to the water and mix to achieve required placing consistency. Add water sparingly to reach the desired consistency. Do not mix more material than can be placed in 15 minutes. C. For repair deeper than 2 (50 mm), up to 30 lbs (13.6kg) of clean, high quality 3 (12mm) gravel may be added to the mix at the plastic consistency. The water required will be reduced to 1 gallon (3.8 L) per 60-pound (27.2 kg) bag. D. Do not re-temper with additional water. 3.40 APPLICATION: Comply with manufacturers printed instructions and the following: A. Instructions for use as a Grout 1. The area to be grouted should be thoroughly flushed and soaked with clean water prior to grouting. Leave no standing water. 2. Place the grout quickly and continuously use light rodding or strapping is permitted to eliminate air bubbles. 3. Grout temperature should be maintained from 50F to 90F (10C - 32C) to achieve specified results. Use cold water in hot weather or hot water in cold weather to achieve desired grout temperature. Do not use if temperature is expected to go below 32F (0C) within a 12 hour period. B. Instructions for use as a Repair Mortar 1. Remove all areas of spalled and unsound concrete from surface to be repaired. 2. Repair areas that are subject to heavy traffic should have a vertical edge of (12 mm) or more, formed by use of a pneumatic jackhammer or sawing. 3. Dampen surface with clean water before patching. Remove standing water. 4. The repaired areas should be filled by placing material full depth, from one end to the other to eliminate partial depth lifts between batches. 5. Consolidate the material by hand tamping or chopping with a shovel or trowel. This is particularly important around the edges.   FHJLXfj " $ 8 : B D N ƾ{{wsosososososdwh?h8CJaJh(~h?h8hEhVq h?h?h?CJaJh?5CJ \aJ h+g5CJ \aJ h8h85CJ \aJ h(~CJaJh+gCJaJh+gh+g5CJ\aJh7wh+gCJ OJQJ\aJ h7wh8CJ OJQJ\aJ h8CJaJh$ HJP   ~   h0]0^gd8 h0]0^gdgd 0]0^gd8 $0]0a$gdc0]0gdVq0]0gdE0]0gd?0]0gd+g $0]0a$gd7w0]0gd8_      | } ~  G H ѴxmemWeOeAe9e9h/uCJaJhMhh85CJ\aJhgdCJaJh4-h85CJ\aJh8CJaJh8h8CJaJh/uCJaJ3h8CJ\aJehfHq r3h/uCJ\aJehfHq r9h/uh/uCJ\aJehfHq rh/u5CJ\aJh85CJ\aJho%o5CJ\aJh4-h85CJ\aJ  H I    V # $ 4 5  h0]0^gdx1g h0]0^gd4- h0]0^gdc h0]0^gd8 h0]0^gdE  h i # & ( ) 0 2 4 $'(5678>Z[ļܴܤܖܤܖ܀ܬx܀ܬph܀hTCJaJh+gCJaJhB CJaJhx1gCJaJhMhhx1g5CJ\aJhMhh85CJ\aJhgdCJaJh4-CJaJhVgCJaJh5,CJaJhcCJaJho%oCJaJh/uCJaJh8CJaJh+gh85CJ\aJh+gh/u5CJ\aJ( %&XY)*^_ & F h0]0gd/u h0]0^gdx1g h0]0^gd4- h0]0^gdgd h0]0^gd8[hipqvw{|)!oШКВhgdCJaJhWCJaJhMhha5CJ\aJhcCJaJh=CJaJhLYCJaJh(~CJaJh/uCJaJhaCJaJhB CJaJhx1gCJaJhTCJaJh4-CJaJh8CJaJ0p(0]0gdN0]0gd(~ h0]0^gd:` h0]0^gdgd h0]0^gd(~ h0]0^gdc h0]0^gda 00]0gd/u')Yabceghrx$,8>@$.=>NƸƗƸƏƏևwƏƏoΗΏhVgCJaJh+gCJaJhECJaJh4-CJaJhx1gCJaJhgdCJaJhMhhLY5CJ\aJh.5CJ\aJhMhh.5CJ\aJh.CJaJh~I4CJaJh(~CJaJh:`CJaJh=ChTCJaJhMhhT5CJ\aJ+OPbcrs~0N h0]0^gd. h0]0^gdx1g h0]0^gdE h0]0^gd(~ h0]0^gdgd h0]0^gd8NR\]ijnxy캯||t|l|||d|t||dhVqCJaJhCJaJhECJaJhx1gCJaJhCJaJhb=cCJaJh4-CJaJh~I4CJaJhVqh~I4CJaJhVqh4-CJaJhVqhhCJaJhhhhCJaJmHsHhCJaJmHsHh4-CJaJmHsHhhCJaJmHsHhhCJaJ'Njb [\T h0]0^gda h0]0^gdQ, h0]0^gdx1g h0]0^gd4- h0]0^gd."'(<=[\jl[\cfmŽŽŵŭŭŭŵťťܭܭhcCJaJhaCJaJhQ,hQ,CJaJhCJaJh5 CJaJhQ,CJaJh-CJaJh+gCJaJh~I4CJaJhMhh~I45>*CJ\aJhVqhQ,>*CJaJhMhCJaJhVqCJaJhb=cCJaJ-T  ~% h0]0^gdP{ h0]0^gd=C h0]0^gdgd h0]0^gd. h0p]0^`pgdw h0T]0^Tgdw h0]0^gda }wy~9?HP\d,/;TWļĮēċċă{ă{ssha YCJaJhLYCJaJhP{CJaJhCJaJh+gCJaJhECJaJh>j5CJ\aJhMhh-5CJ\aJhCJaJh-CJaJh=CCJaJhMhhgd5CJ\aJhgdCJaJh~I4CJaJhMhh~I45CJ\aJ-%xy9}~X h0]0^gdP{ h0]0^gdLY h0]0^gd8 h0]0^gdgd h0]0^gd>j h0]0^gdXZ|~ / k l !e!!w h0]0^gdVq h0]0^gd* h0]0^gd h0]0^gd5  h0]0^gd+g h0]0^gdgd h0]0^gd>j h0]0^gd8 Zbhjtz|~6 7 B n o v w x !!!>!V!d!l!m!u!!!!!!!yqyqiqhCJaJhU`CCJaJhVqCJaJh*CJaJhb=cCJaJhCJaJh5 CJaJhCJaJhCJaJhCJaJh+gCJaJhECJaJhMhhgd5CJ\aJh>j5CJ\aJhMhha Y5CJ\aJhgdCJaJha YCJaJ)!!!!!!!!""""^""""$$$C$D$H$K$L$V$Y$Z$[$]$$$$$$%%>%C%D%W%X%Y%Z%\%%%%ȸ𪟪yyh4-CJaJh*CJaJhECJaJhMhhgd5CJ\aJh>j5CJ\aJhMhhU`C5CJ\aJh=CCJaJhoCJaJhCJaJhwCJaJhVqCJaJhLYCJaJhgdCJaJhU`CCJaJhP{CJaJ.!!!`"n#$$C$D$Z$[$$$$$% h0]0^gdU`C h0]0^gd>j h0]0^gdgd h0]0^gd=C h0]0^gdLY h0]0^gd8 h0]0^gd*%X%Y%%%'&&&''>'?''''?(@(((( h0]0^gd@, h0]0^gd h08L]0^8`LgdN h0]0^gdU`C h0]0^gdP{%%%%%%&&'&''''(>(?((()\@\K\T\]]]]]]]]]]]]]]^^^^4^9^ȾȶwowowowowohwCJaJhNhNCJaJhNhCJaJh>j5CJ\aJhMhh5CJ\aJhCJaJhgdCJaJhVqCJaJUh]UCJaJh=CCJaJh.xCJaJh@,CJaJhCJaJhU`CCJaJh*CJaJhNCJaJ)(7)8))))T\U\\]s]]]]]^ h0L]0^`Lgdw h0]0^gdU`C h0]0^gd>j h0]0^gd]U h0]0^gdVq h0]0^gd@, 6. Screed and finish to create a surface that matches the surrounding finish. 7. Repair Mortar temperature should be maintained from 50F to 90F (10C - 32C) to achieve specified results. Use cold water in hot weather or hot water in cold weather to achieve desired grout temperature. Do not use if temperature is expected to go below 32F (0C) within a 12 hour period. 3.50 CURING A. Grouting applications must be damp cured for at least one day. No special curing procedures are required for repair applications but sealing surface with ϲȮ Acrylic Concrete Sealer (No. 8800) after concrete has hardened will ensure proper curing and help prevent shrinkage cracking. 3.60 CLEANING A. Remove excess material before material cures. If material has cured, remove using mechanical methods that will not damage substrate. END OF SECTION 9^:^^^^^^y_{____Ǽh.xh5CJ\aJhh5CJ\aJh5CJ\aJhWCJaJh5CJ\aJhMhh5CJ\aJhCJaJhwCJaJhVgCJaJ ^^^^?_y_z_{___ h0]0^gd.x h0]0^gd 21h:p/u/ =!"#$% @@@ JjNormalCJ_HaJmH sH tH DAD Default Paragraph FontRiR  Table Normal4 l4a (k(No List d$%T~HIV#$45%&XY)*^_p(O P b c r s   w U V   O P A 23-./CDUV]qWdevwgHhMN{|S_HIvw)wx(opYZxD ~  000000000000000000000000000000000000000000000000000 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000$%T~HIV#$45%&XY)*^_p(O P b c r s   w U V   O P A 23-./CDUV]qWdevwgHhMN{|S_HIvw)wx(opYZxD ~  000000000000000000000000000000000000000000000000000 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 [N!%9^_ "$'(+0 NT%X!%(^_!#%&)*,1_!"?R$-Wx2 d3N37b$ǾL M%b$116L-n~^'@!0(  B S  ? G\ G[ GLCf GtwGt8[ Gg __ cc 9*urn:schemas-microsoft-com:office:smarttagsplace9*urn:schemas-microsoft-com:office:smarttagsState8*urn:schemas-microsoft-com:office:smarttagsCity:*urn:schemas-microsoft-com:office:smarttagsStreet;*urn:schemas-microsoft-com:office:smarttagsaddress `%hs  +3 V L Q 19:_gw|_dfsnz?G;? ^cir$G36!K U 333333333333333333333333333333333333#ppqq" # /0@A>? hs EM"w4^`o(. ^`hH. pLp^p`LhH. @ @ ^@ `hH. ^`hH. L^`LhH. ^`hH. ^`hH. PLP^P`LhH.EM         EDB o(~ fYm6'*@,~I4=CU`C]ULYa Yab=c+gx1gVgMh>jJjo%oVq/uP{TM-W *U.x5,]Mypc:`8?=sEhgdw5 4-OYE3Q,.7w2N@iiFiip8 8 8888 pp@pp,@pp@@p"pH@p@Unknowng: Times New RomanTimes New Roman5Symbol?& : ArialArialK& Humnst777 XBlk BT"qh\f&/\f!;;$24d 2qHX)?y2 lrodriguez rnicholson Oh+'0  4 @ L Xdlt| lrodriguezNormal rnicholson7Microsoft Office Word@,@b|@0wG|@n՜.+,0 hp  The Quikrete Companies;   Title  !"#$%&'()*+,-./012456789:<=>?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^`abcdefhijklmnqRoot Entry F nnsData 31Table;nGWordDocument4dSummaryInformation(_DocumentSummaryInformation8gCompObjq  FMicrosoft Office Word Document MSWordDocWord.Document.89qRoot Entry FEtxData 31Table;nGWordDocument4d  !"#$%&'()*+,-./012456789:<=>?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^`abcdefwSummaryInformation(_DocumentSummaryInformation8tCompObjq  FMicrosoft Office Word Document MSWordDocWord.Document.89q՜.+,D՜.+,@ hp  The Quikrete Companies;   Title4 $,