UFGS_03_30_00_Cast-In-Place_Concrete.pdf

USACE / NAVFAC / AFCEC / NASA UFGS- 03 30 00 ( Febr uar y 2019) Pr epar i ng Act i v i t y: NAVFAC Super sedi ng UFGS- 03 30 00 ( May 2014) UFGS- 03 11 13. 00 10 ( May 2014) UFGS- 03 11 19. 00 10 ( May 2014) UFGS- 03 15 00. 00 10 ( May 2014) UFGS- 03 20 00. 00 10 ( May 2014) UFGS- 03 30 00. 00 10 ( May 2014) UFGS- 03 31 01. 00 10 ( May 2014) UFGS- 03 35 00. 00 10 ( May 2014) UFGS- 03 39 00. 00 10 ( May 2014)

UNI FI ED FACI LI TI ES GUI DE SPECI FI CATI ON

Ref er ences ar e i n agr eement wi t h UMRL dat ed Apr i l 2019

SECTI ON TABLE OF CONTENTS

DI VI SI ON 03 - CONCRETE

SECTI ON 03 30 00

CAST- I N- PLACE CONCRETE

02/19

PART 1 GENERAL

1. 1 REFERENCES

1. 2 DEFI NI TI ONS

1. 3 SUBMI TTALS

1. 4 MODI FI CATI ON OF REFERENCES

1. 5 DELI VERY, STORAGE, AND HANDLI NG

1. 5. 1 Rei nf or cement

1. 5. 1. 1 Epoxy Coat ed Rei nf or c i ng St eel

1. 6 QUALI TY ASSURANCE

1. 6. 1 Desi gn Dat a

1. 6. 1. 1 For mwor k Cal cul at i ons

1. 6. 1. 2 Concr et e Mi x Desi gn

1. 6. 2 Shop Dr awi ngs

1. 6. 2. 1 For mwor k

1. 6. 2. 2 Rei nf or c i ng St eel

1. 6. 3 Cont r ol Submi t t al s

1. 6. 3. 1 Concr et e Cur i ng Pl an

1. 6. 3. 2 Pumpi ng Concr et e

1. 6. 3. 3 Si l i ca Fume Manuf act ur er ' s Repr esent at i ve

1. 6. 3. 4 Fi ni shi ng Pl an

1. 6. 3. 5 VOC Cont ent f or f or m r el ease agent s, cur i ng compounds, and concr et e penet r at i ng seal er s

1. 6. 3. 6 Saf et y Dat a Sheet s

1. 6. 4 Test Repor t s

1. 6. 4. 1 Fl y Ash and Pozzol an

1. 6. 4. 2 Sl ag Cement

1. 6. 4. 3 Aggr egat es

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1. 6. 4. 4 Fi ber - Rei nf or ced Concr et e

1. 6. 5 Fi el d Sampl es

1. 6. 5. 1 Sl ab Fi ni sh Sampl e

1. 6. 5. 2 Sur f ace Fi ni sh Sampl es

1. 6. 6 Qual i t y Cont r ol Pl an

1. 6. 7 Qual i t y Cont r ol Per sonnel Cer t i f i cat i ons

1. 6. 7. 1 Qual i t y Manager Qual i f i cat i ons

1. 6. 7. 2 Fi el d Test i ng Techni c i an and Test i ng Agency

1. 6. 8 Labor at or y Qual i f i cat i ons f or Concr et e Qual i f i cat i on Test i ng

1. 6. 9 Labor at or y Accr edi t at i on

1. 7 ENVI RONMENTAL REQUI REMENTS

1. 7. 1 Submi t t al s f or Envi r onment al Per f or mance

1. 8 SUSTAI NABLE DESI GN REQUI REMENTS

1. 8. 1 Local / Regi onal Mat er i al s

1. 8. 2 For est St ewar dshi p Counci l ( FSC) Cer t i f i cat i on

1. 9 QUALI FI CATI ONS FOR WELDI NG WORK

PART 2 PRODUCTS

2. 1 FORMWORK MATERI ALS

2. 1. 1 Wood For ms

2. 1. 1. 1 Concr et e For m Pl ywood ( St andar d Rough)

2. 1. 1. 2 Over l ai d Concr et e For m Pl ywood ( St andar d Smoot h)

2. 1. 2 Pl ast i c For ms

2. 1. 3 Car t on For ms

2. 1. 4 St eel For ms

2. 2 FORMWORK ACCESSORI ES

2. 2. 1 For m Ti es

2. 2. 2 Wat er st ops

2. 2. 2. 1 PVC Wat er st op

2. 2. 2. 2 Rubber Wat er st op

2. 2. 2. 3 Ther mopl ast i c El ast omer i c Rubber Wat er st op

2. 2. 2. 4 Hydr ophi l i c Wat er st op

2. 2. 3 Bi odegr adabl e For m Rel ease Agent

2. 2. 4 Chamf er Mat er i al s

2. 2. 5 Const r uct i on and movement j oi nt s

2. 2. 6 Per i met er I nsul at i on

2. 2. 7 Ot her Embedded i t ems

2. 3 CONCRETE MATERI ALS

2. 3. 1 Cement i t i ous Mat er i al s

2. 3. 1. 1 Por t l and Cement

2. 3. 1. 2 Bl ended Cement s

2. 3. 1. 3 Fl y Ash

2. 3. 1. 4 Sl ag cement

2. 3. 1. 5 Si l i ca Fume

2. 3. 1. 6 Ot her Suppl ement ar y Cement i t i ous Mat er i al s

2. 3. 2 Wat er

2. 3. 3 Aggr egat e

2. 3. 3. 1 Nor mal - Wei ght Aggr egat e

2. 3. 3. 2 Li ght wei ght Aggr egat e

2. 3. 3. 3 Recycl ed Aggr egat e Mat er i al s

2. 3. 4 Admi xt ur es

2. 4 MI SCELLANEOUS MATERI ALS

2. 4. 1 Concr et e Cur i ng Mat er i al s

2. 4. 2 Nonshr i nk Gr out

2. 4. 3 Fl oor Fi ni sh Mat er i al s

2. 4. 3. 1 Li qui d Chemi cal Fl oor Har dener s and Seal er s

2. 4. 3. 2 Abr asi ve Aggr egat e f or Nonsl i p Aggr egat e Fi ni sh

2. 4. 3. 3 Dr y Mat er i al s f or Col or ed Wear - Resi st ant Fi ni sh

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2. 4. 3. 4 Aggr egat e f or Heavy- Dut y Wear - Resi st ant Fi ni sh

2. 4. 3. 5 Aggr egat e f or Heavy- Dut y Fl oor Toppi ng

2. 4. 4 Expansi on/ Cont r act i on Joi nt Fi l l er

2. 4. 5 Joi nt Seal ant s

2. 4. 5. 1 Hor i zont al Sur f aces, 3 Per cent Sl ope, Maxi mum

2. 4. 5. 2 Ver t i cal Sur f aces Gr eat er Than 3 Per cent Sl ope

2. 4. 5. 3 Pr ef or med Pol ychl or opr ene El ast omer i c Type

2. 4. 5. 4 Lubr i cant f or Pr ef or med Compr essi on Seal s

2. 4. 6 Vapor Ret ar der [ and Vapor Bar r i er ]

2. 4. 7 Dovet ai l Anchor Sl ot

2. 5 CONCRETE MI X DESI GN

2. 5. 1 Pr oper t i es and Requi r ement s

2. 5. 2 Dur abi l i t y

2. 5. 2. 1 Al kal i - Aggr egat e React i on

2. 5. 2. 2 Fr eezi ng and Thawi ng Resi st ance

2. 5. 2. 3 Cor r osi on and Chl or i de Cont ent

2. 5. 2. 4 Sul f at e Resi st ance

2. 5. 2. 5 Concr et e Temper at ur e

2. 5. 2. 6 Concr et e per meabi l i t y

2. 5. 3 Cont r act or ' s Opt i on f or Mat er i al Onl y

2. 5. 4 Tr i al Mi xt ur es

2. 5. 5 Ready- Mi x Concr et e

2. 6 REI NFORCEMENT

2. 6. 1 Rei nf or c i ng Bar s

2. 6. 1. 1 Gal vani zed Rei nf or c i ng Bar s

2. 6. 1. 2 Epoxy- Coat ed Rei nf or c i ng Bar s

2. 6. 1. 3 Dual - coat ed Rei nf or c i ng Bar s

2. 6. 1. 4 St ai nl ess St eel Rei nf or c i ng Bar s

2. 6. 1. 5 Headed Rei nf or c i ng Bar s

2. 6. 1. 6 Bar Mat s

2. 6. 1. 7 Headed Shear St ud Rei nf or cement

2. 6. 2 Mechani cal Rei nf or c i ng Bar Connect or s

2. 6. 3 Wi r e

2. 6. 4 Wel ded wi r e r ei nf or cement

2. 6. 5 Rei nf or c i ng Bar Suppor t s

2. 6. 6 Rei nf or c i ng Fi ber s

2. 6. 6. 1 Synt het i c Fi ber s

2. 6. 6. 2 St eel Fi ber s

2. 6. 7 Dowel s f or Load Tr ansf er i n Fl oor s

2. 6. 8 Wel di ng

PART 3 EXECUTI ON

3. 1 EXAMI NATI ON

3. 2 PREPARATI ON

3. 2. 1 Gener al

3. 2. 2 Subgr ade Under Foundat i ons and Foot i ngs

3. 2. 3 Subgr ade Under Sl abs on Gr ound

3. 2. 4 Edge For ms and Scr eed St r i ps f or Sl abs

3. 2. 5 Rei nf or cement and Ot her Embedded I t ems

3. 3 FORMS

3. 3. 1 Coat i ng

3. 3. 2 Reshor i ng

3. 3. 3 Reuse

3. 3. 4 For ms f or St andar d Rough For m Fi ni sh

3. 3. 5 For ms f or St andar d Smoot h For m Fi ni sh

3. 3. 6 For m Ti es

3. 3. 7 For ms f or Concr et e Pan Joi st Const r uct i on

3. 3. 8 Tol er ances f or For m Const r uct i on

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3. 3. 9 Removal of For ms and Suppor t s

3. 3. 10 St r engt h of Concr et e Requi r ed f or Removal of For mwor k

3. 4 WATERSTOP I NSTALLATI ON AND SPLI CES

3. 4. 1 PVC Wat er st op

3. 4. 2 Rubber Wat er st op

3. 4. 3 Ther mopl ast i c El ast omer i c Rubber Wat er st op

3. 4. 4 Hydr ophi l i c Wat er st op

3. 5 PLACI NG REI NFORCEMENT AND MI SCELLANEOUS MATERI ALS

3. 5. 1 Gener al

3. 5. 2 Vapor Ret ar der [ and Vapor Bar r i er ]

3. 5. 3 Per i met er I nsul at i on

3. 5. 4 Rei nf or cement Suppor t s

3. 5. 5 Epoxy Coat ed Rei nf or c i ng

3. 5. 5. 1 Epoxy Coat ed Rei nf or c i ng St eel Pl acement and Coat i ng Repai r

3. 5. 6 Spl i c i ng

3. 5. 7 Fut ur e Bondi ng

3. 5. 8 Set t i ng Mi scel l aneous Mat er i al

3. 5. 9 Fabr i cat i on

3. 5. 10 Pl aci ng Rei nf or cement

3. 5. 11 Spaci ng of Rei nf or c i ng Bar s

3. 5. 12 Concr et e Pr ot ect i on f or Rei nf or cement

3. 5. 13 Wel di ng

3. 6 BATCHI NG, MEASURI NG, MI XI NG, AND TRANSPORTI NG CONCRETE

3. 6. 1 Measur i ng

3. 6. 2 Mi x i ng

3. 6. 3 Tr anspor t i ng

3. 7 PLACI NG CONCRETE

3. 7. 1 Foot i ng Pl acement

3. 7. 2 Pumpi ng

3. 7. 2. 1 Pumpi ng Li ght wei ght Concr et e

3. 7. 3 Col d Weat her

3. 7. 4 Hot Weat her

3. 7. 5 Bondi ng

3. 8 WASTE MANAGEMENT

3. 8. 1 Mi x i ng Equi pment

3. 8. 2 Har dened, Cur ed Wast e Concr et e

3. 8. 3 Rei nf or c i ng St eel

3. 8. 4 Ot her Wast e

3. 9 SURFACE FI NI SHES EXCEPT FLOOR, SLAB, AND PAVEMENT FI NI SHES

3. 9. 1 Def ect s

3. 9. 2 Not Agai nst For ms ( Top of Wal l s)

3. 9. 3 For med Sur f aces

3. 9. 3. 1 Tol er ances

3. 9. 3. 2 As- Cast Rough For m

3. 9. 3. 3 St andar d Smoot h Fi ni sh

3. 9. 4 [ Smoot h- Rubbed] [ Gr out - Cl eaned Rubbed] [ Cor k- Fl oat ed] [ Exposed

Aggr egat e] Fi ni sh

3. 10 FLOOR, SLAB, AND PAVEMENT FI NI SHES AND MI SCELLANEOUS CONSTRUCTI ON

3. 10. 1 Fi ni sh

3. 10. 1. 1 Scr at ched

3. 10. 1. 2 Fl oat ed

3. 10. 1. 3 Concr et e Cont ai ni ng Si l i ca Fume

3. 10. 1. 4 St eel Tr owel ed

3. 10. 1. 5 Nonsl i p Fi ni sh

3. 10. 1. 6 Br oomed

3. 10. 1. 7 Pavement

3. 10. 1. 8 Concr et e Toppi ngs Pl acement

3. 10. 1. 9 Chemi cal - Har dener Tr eat ment

3. 10. 1. 10 Col or ed Wear - Resi st ant Fi ni sh

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3. 10. 1. 11 Heavy- Dut y Wear - Resi st ant Fi ni sh

3. 10. 2 Fl at Fl oor Fi ni shes

3. 10. 2. 1 Measur ement of Fl oor Tol er ances

3. 10. 2. 2 Remedi es f or Out of Tol er ance Wor k

3. 10. 3 Concr et e Wal ks

3. 10. 4 Pi t s and Tr enches

3. 10. 5 Cur bs[ and Gut t er s]

3. 10. 6 Spl ash Bl ocks

3. 11 JOI NTS

3. 11. 1 Const r uct i on Joi nt s

3. 11. 1. 1 Maxi mum Al l owabl e Const r uct i on Joi nt Spaci ng

3. 11. 1. 2 Const r uct i on Joi nt s f or Const r uct abi l i t y Pur poses

3. 11. 2 I sol at i on Joi nt s i n Sl abs on Gr ound

3. 11. 3 Cont r act i on Joi nt s i n Sl abs on Gr ound

3. 11. 4 Seal i ng Joi nt s i n Sl abs on Gr ound

3. 12 CONCRETE FLOOR TOPPI NG

3. 12. 1 St andar d Fl oor Toppi ng

3. 12. 1. 1 Pr epar at i ons Pr i or t o Pl aci ng

3. 12. 1. 2 Pl aci ng

3. 12. 1. 3 Fi ni shi ng

3. 12. 2 Heavy- Dut y Fl oor Toppi ng

3. 12. 2. 1 Heavy- dut y Toppi ng Mi xt ur e

3. 12. 2. 2 Base Sl ab

3. 12. 2. 3 Pl aci ng

3. 12. 2. 4 Fi ni shi ng

3. 13 CURI NG AND PROTECTI ON

3. 13. 1 Requi r ement s f or Type I I I , Hi gh- Ear l y- St r engt h Por t l and Cement

3. 13. 2 Cur i ng Per i ods

3. 13. 3 Cur i ng For med Sur f aces

3. 13. 4 Cur i ng Unf or med Sur f aces

3. 13. 5 Temper at ur e of Concr et e Dur i ng Cur i ng

3. 13. 6 Pr ot ect i on f r om Mechani cal I nj ur y

3. 13. 7 Pr ot ect i on Af t er Cur i ng

3. 14 FI ELD QUALI TY CONTROL

3. 14. 1 Sampl i ng

3. 14. 2 Test i ng

3. 14. 2. 1 Sl ump Test s

3. 14. 2. 2 Temper at ur e Test s

3. 14. 2. 3 Compr essi ve St r engt h Test s

3. 14. 2. 4 Ai r Cont ent

3. 14. 2. 5 Uni t Wei ght of St r uct ur al Concr et e

3. 14. 2. 6 Chl or i de I on Concent r at i on

3. 14. 2. 7 St r engt h of Concr et e St r uct ur e

3. 14. 2. 8 Non- Conf or mi ng Mat er i al s

3. 14. 2. 9 Test i ng Concr et e St r uct ur e f or St r engt h

3. 15 REPAI R, REHABI LI TATI ON AND REMOVAL

3. 15. 1 Cr ack Repai r

3. 15. 2 Repai r of Weak Sur f aces

3. 15. 3 Fai l ur e of Qual i t y Assur ance Test Resul t s

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 03 30 00 Page 5

USACE / NAVFAC / AFCEC / NASA UFGS- 03 30 00 ( Febr uar y 2019) Pr epar i ng Act i v i t y: NAVFAC Super sedi ng UFGS- 03 30 00 ( May 2014) UFGS- 03 11 13. 00 10 ( May 2014) UFGS- 03 11 19. 00 10 ( May 2014) UFGS- 03 15 00. 00 10 ( May 2014) UFGS- 03 20 00. 00 10 ( May 2014) UFGS- 03 30 00. 00 10 ( May 2014) UFGS- 03 31 01. 00 10 ( May 2014) UFGS- 03 35 00. 00 10 ( May 2014) UFGS- 03 39 00. 00 10 ( May 2014)

UNI FI ED FACI LI TI ES GUI DE SPECI FI CATI ON

Ref er ences ar e i n agr eement wi t h UMRL dat ed Apr i l 2019

SECTI ON 03 30 00

CAST- I N- PLACE CONCRETE

02/19

NOTE: Thi s gui de speci f i cat i on cover s t he r equi r ement s f or cast - i n- pl ace concr et e not exposed t o a mar i ne or hi gh chl or i de envi r onment . For concr et e exposed t o a mar i ne or hi gh chl or i de envi r onment , use Sect i on 03 31 30 MARI NE CONCRETE.

Adher e t o UFC 1- 300- 02 Uni f i ed Faci l i t i es Gui de Speci f i cat i ons ( UFGS) For mat St andar d when edi t i ng t hi s gui de speci f i cat i on or pr epar i ng new pr oj ect speci f i cat i on sect i ons. Edi t t hi s gui de speci f i cat i on f or pr oj ect speci f i c r equi r ement s by addi ng, del et i ng, or r evi s i ng t ext . For br acket ed i t ems, choose appl i cabl e i t em( s) or i nser t appr opr i at e i nf or mat i on.

Remove i nf or mat i on and r equi r ement s not r equi r ed i n r espect i ve pr oj ect , whet her or not br acket s ar e present.

Comment s, suggest i ons and r ecommended changes f or t hi s gui de speci f i cat i on ar e wel come and shoul d be submi t t ed as a Cr i t er i a Change Request ( CCR) .

NOTE: Show t he f ol l owi ng i nf or mat i on on t he pr oj ect drawings:

1. Loadi ng assumpt i ons.

2. Assumed t emper at ur e r ange when t emper at ur e st r esses ar e a f act or i n desi gn.

SECTI ON 03 30 00 Page 6

3. Mat er i al st r engt hs used i n desi gn f or each el ement , f ' c .

4. Yi el d st r engt h of r ei nf or cement r equi r ed 420 MPa 60, 000 psi or ot her gr ades avai l abl e.

5. Det ai l s of concr et e sect i ons, showi ng di mensi ons, r ei nf or cement cover , and r equi r ed camber .

6. Locat i ons wher e st r uct ur al l i ght wei ght concr et e or l i ght wei ght i nsul at i on or f i l l concr et e ar e used.

7. Det ai l s whi ch r equi r e a depr essed st r uct ur al s l ab f or st at i c- di ssemi nat i ng and spar k- r esi st ant t i l e, t er r azzo, or ot her f l oor f i ni shes i n or der t o pr ovi de f i ni shed sur f aces at t he same el evat i ons.

8. I ndi cat e t he l ocat i ons i n t he f i ni shed st r uct ur e, when exposed concr et e sur f aces ar e speci f i ed. I ndi cat e t he t ype and l ocat i on, i f ot her t han cast f i ni sh i s r equi r ed.

PART 1 GENERAL

1. 1 REFERENCES

NOTE: Thi s par agr aph i s used t o l i s t t he publ i cat i ons c i t ed i n t he t ext of t he gui de speci f i cat i on. The publ i cat i ons ar e r ef er r ed t o i n t he t ext by basi c desi gnat i on onl y and l i s t ed i n t hi s par agr aph by or gani zat i on, desi gnat i on, dat e, and t i t l e.

Use t he Ref er ence Wi zar d' s Check Ref er ence f eat ur e when you add a Ref er ence I dent i f i er ( RI D) out s i de of t he Sect i on' s Ref er ence Ar t i c l e t o aut omat i cal l y pl ace t he r ef er ence i n t he Ref er ence Ar t i c l e. Al so use t he Ref er ence Wi zar d' s Check Ref er ence f eat ur e t o updat e t he i ssue dat es.

Ref er ences not used i n t he t ext wi l l aut omat i cal l y be del et ed f r om t hi s sect i on of t he pr oj ect speci f i cat i on when you choose t o r econci l e r ef er ences i n t he publ i sh pr i nt pr ocess.

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

AMERI CAN CONCRETE I NSTI TUTE ( ACI )

ACI 117 ( 2010; Er r at a 2011) Speci f i cat i ons f or Tol er ances f or Concr et e Const r uct i on and Mat er i al s and Comment ar y

ACI 121R ( 2008) Gui de f or Concr et e Const r uct i on

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Qual i t y Syst ems i n Conf or mance wi t h I SO

ACI 213R ( 2014; E2017) Gui de f or St r uct ur al Li ght wei ght - Aggr egat e Concr et e

ACI 301 ( 2016) Speci f i cat i ons f or St r uct ur al Concrete

ACI 302. 1R ( 2015) Gui de f or Concr et e Fl oor and Sl ab Construction

ACI 304. 2R ( 2017) Gui de t o Pl aci ng Concr et e by Pumpi ng Met hods

ACI 304R ( 2000; R 2009) Gui de f or Measur i ng, Mi xi ng, Tr anspor t i ng, and Pl aci ng Concr et e

ACI 305. 1 ( 2014) Speci f i cat i on f or Hot Weat her Concreting

ACI 305R ( 2010) Gui de t o Hot Weat her Concr et i ng

ACI 306. 1 ( 1990; R 2002) St andar d Speci f i cat i on f or Col d Weat her Concr et i ng

ACI 306R ( 2016) Gui de t o Col d Weat her Concr et i ng

ACI 308. 1 ( 2011) Speci f i cat i on f or Cur i ng Concr et e

ACI 347R ( 2014; Er r at a 1 2017) Gui de t o For mwor k f or Concr et e

ACI SP- 15 ( 2011) Fi el d Ref er ence Manual : St andar d Speci f i cat i ons f or St r uct ur al Concr et e ACI 301- 05 wi t h Sel ect ed ACI Ref er ences

ACI SP- 2 ( 2007; Abst r act : 10t h Edi t i on) ACI Manual of Concr et e I nspect i on

AMERI CAN HARDBOARD ASSOCI ATI ON ( AHA)

AHA A135. 4 ( 1995; R 2004) Basi c Har dboar d

AMERI CAN WELDI NG SOCI ETY ( AWS)

AWS D1. 4/ D1. 4M ( 2011) St r uct ur al Wel di ng Code - Rei nf or c i ng St eel

ASTM I NTERNATI ONAL ( ASTM)

ASTM A1022/ A1022M ( 2016b) St andar d Speci f i cat i on f or Def or med and Pl ai n St ai nl ess St eel Wi r e and Wel ded Wi r e f or Concr et e Rei nf or cement

ASTM A1044/ A1044M ( 2016a) St andar d Speci f i cat i on f or St eel St ud Assembl i es f or Shear Rei nf or cement of Concrete

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ASTM A1055/ A1055M ( 2016) St andar d Speci f i cat i on f or Zi nc and Epoxy Dual Coat ed St eel Rei nf or c i ng Bar s

ASTM A1060/ A1060M ( 2016b) St andar d Speci f i cat i on f or Zi nc- Coat ed ( Gal vani zed) St eel Wel ded Wi r e Rei nf or cement , Pl ai n and Def or med, f or Concrete

ASTM A1064/ A1064M ( 2017) St andar d Speci f i cat i on f or Car bon- St eel Wi r e and Wel ded Wi r e Rei nf or cement , Pl ai n and Def or med, f or Concrete

ASTM A184/ A184M ( 2017) St andar d Speci f i cat i on f or Wel ded Def or med St eel Bar Mat s f or Concr et e Reinforcement

ASTM A36/ A36M ( 2014) St andar d Speci f i cat i on f or Car bon St r uct ur al St eel

ASTM A53/ A53M ( 2018) St andar d Speci f i cat i on f or Pi pe, St eel , Bl ack and Hot - Di pped, Zi nc- Coat ed, Wel ded and Seaml ess

ASTM A615/ A615M ( 2016) St andar d Speci f i cat i on f or Def or med and Pl ai n Car bon- St eel Bar s f or Concr et e Reinforcement

ASTM A706/ A706M ( 2016) St andar d Speci f i cat i on f or Low- Al l oy St eel Def or med and Pl ai n Bar s f or Concr et e Rei nf or cement

ASTM A767/ A767M ( 2016) St andar d Speci f i cat i on f or Zi nc- Coat ed ( Gal vani zed) St eel Bar s f or Concr et e Rei nf or cement

ASTM A775/ A775M ( 2017) St andar d Speci f i cat i on f or Epoxy- Coat ed St eel Rei nf or c i ng Bar s

ASTM A780/ A780M ( 2009; R 2015) St andar d Pr act i ce f or Repai r of Damaged and Uncoat ed Ar eas of Hot - Di p Gal vani zed Coat i ngs

ASTM A820/ A820M ( 2016) St andar d Speci f i cat i on f or St eel Fi ber s f or Fi ber - Rei nf or ced Concr et e

ASTM A884/ A884M ( 2014) St andar d Speci f i cat i on f or Epoxy- Coat ed St eel Wi r e and Wel ded Wi r e Reinforcement

ASTM A934/ A934M ( 2016) St andar d Speci f i cat i on f or Epoxy- Coat ed Pr ef abr i cat ed St eel Rei nf or c i ng Bar s

ASTM A955/ A955M ( 2018b) St andar d Speci f i cat i on f or Def or med and Pl ai n St ai nl ess- St eel Bar s f or Concr et e Rei nf or cement

ASTM A970/ A970M ( 2018) St andar d Speci f i cat i on f or Headed

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St eel Bar s f or Concr et e Rei nf or cement

ASTM A996/ A996M ( 2016) St andar d Speci f i cat i on f or Rai l - St eel and Axl e- St eel Def or med Bar s f or Concr et e Rei nf or cement

ASTM C1012/ C1012M ( 2018b) St andar d Test Met hod f or Lengt h Change of Hydr aul i c- Cement Mor t ar s Exposed t o a Sul f at e Sol ut i on

ASTM C1017/ C1017M ( 2013; E 2015) St andar d Speci f i cat i on f or Chemi cal Admi xt ur es f or Use i n Pr oduci ng Fl owi ng Concr et e

ASTM C1074 ( 2011) St andar d Pr act i ce f or Est i mat i ng Concr et e St r engt h by t he Mat ur i t y Met hod

ASTM C1077 ( 2017) St andar d Pr act i ce f or Agenci es Test i ng Concr et e and Concr et e Aggr egat es f or Use i n Const r uct i on and Cr i t er i a f or Test i ng Agency Eval uat i on

ASTM C1107/ C1107M ( 2017) St andar d Speci f i cat i on f or Packaged Dr y, Hydr aul i c- Cement Gr out ( Nonshr i nk)

ASTM C1116/ C1116M ( 2010a; R 2015) St andar d Speci f i cat i on f or Fi ber - Rei nf or ced Concr et e

ASTM C1157/ C1157M ( 2017) St andar d Per f or mance Speci f i cat i on f or Hydr aul i c Cement

ASTM C1218/ C1218M ( 2017) St andar d Test Met hod f or Wat er - Sol ubl e Chl or i de i n Mor t ar and Concrete

ASTM C1240 ( 2014) St andar d Speci f i cat i on f or Si l i ca Fume Used i n Cement i t i ous Mi xt ur es

ASTM C1260 ( 2014) St andar d Test Met hod f or Pot ent i al Al kal i React i v i t y of Aggr egat es ( Mor t ar - Bar Met hod)

ASTM C1293 ( 2008; R 2015) St andar d Test Met hod f or Det er mi nat i on of Lengt h Change of Concr et e Due t o Al kal i - Si l i ca React i on

ASTM C138/ C138M ( 2017a) St andar d Test Met hod f or Densi t y ( Uni t Wei ght ) , Yi el d, and Ai r Cont ent ( Gr avi met r i c) of Concr et e

ASTM C143/ C143M ( 2015) St andar d Test Met hod f or Sl ump of Hydr aul i c- Cement Concr et e

ASTM C150/ C150M ( 2018) St andar d Speci f i cat i on f or Por t l and Cement

ASTM C1567 ( 2013) St andar d Test Met hod f or Pot ent i al Al kal i - Si l i ca React i v i t y of Combi nat i ons of Cement i t i ous Mat er i al s and Aggr egat e

SECTI ON 03 30 00 Page 10

( Accel er at ed Mor t ar - Bar Met hod)

ASTM C1602/ C1602M ( 2018) St andar d Speci f i cat i on f or Mi xi ng Wat er Used i n Pr oduct i on of Hydr aul i c Cement Concr et e

ASTM C172/ C172M ( 2017) St andar d Pr act i ce f or Sampl i ng Fr eshl y Mi xed Concr et e

ASTM C173/ C173M ( 2016) St andar d Test Met hod f or Ai r Cont ent of Fr eshl y Mi xed Concr et e by t he Vol umet r i c Met hod

ASTM C1778 ( 2016) St andar d Gui de f or Reduci ng t he Ri sk of Del et er i ous Al kal i - Aggr egat e React i on i n Concr et e

ASTM C231/ C231M ( 2017a) St andar d Test Met hod f or Ai r Cont ent of Fr eshl y Mi xed Concr et e by t he Pr essur e Met hod

ASTM C260/ C260M ( 2010a; R 2016) St andar d Speci f i cat i on f or Ai r - Ent r ai ni ng Admi xt ur es f or Concr et e

ASTM C31/ C31M ( 2019) St andar d Pr act i ce f or Maki ng and Cur i ng Concr et e Test Speci mens i n t he Fi el d

ASTM C311/ C311M ( 2018) St andar d Test Met hods f or Sampl i ng and Test i ng Fl y Ash or Nat ur al Pozzol ans f or Use i n Por t l and- Cement Concr et e

ASTM C33/ C33M ( 2018) St andar d Speci f i cat i on f or Concr et e Aggregates

ASTM C330/ C330M ( 2017a) St andar d Speci f i cat i on f or Li ght wei ght Aggr egat es f or St r uct ur al Concrete

ASTM C39/ C39M ( 2018) St andar d Test Met hod f or Compr essi ve St r engt h of Cyl i ndr i cal Concr et e Speci mens

ASTM C42/ C42M ( 2018a) St andar d Test Met hod f or Obt ai ni ng and Test i ng Dr i l l ed Cor es and Sawed Beams of Concr et e

ASTM C494/ C494M ( 2017) St andar d Speci f i cat i on f or Chemi cal Admi xt ur es f or Concr et e

ASTM C552 ( 2017; E 2018) St andar d Speci f i cat i on f or Cel l ul ar Gl ass Ther mal I nsul at i on

ASTM C567/ C567M ( 2014) Det er mi ni ng Densi t y of St r uct ur al Li ght wei ght Concr et e

ASTM C578 ( 2018) St andar d Speci f i cat i on f or Ri gi d, Cel l ul ar Pol yst yr ene Ther mal I nsul at i on

ASTM C591 ( 2017) St andar d Speci f i cat i on f or Unf aced

SECTI ON 03 30 00 Page 11

Pr ef or med Ri gi d Cel l ul ar Pol y i socyanur at e Ther mal I nsul at i on

ASTM C595/ C595M ( 2018) St andar d Speci f i cat i on f or Bl ended Hydr aul i c Cement s

ASTM C618 ( 2019) St andar d Speci f i cat i on f or Coal Fl y Ash and Raw or Cal c i ned Nat ur al Pozzol an f or Use i n Concr et e

ASTM C78/ C78M ( 2018) St andar d Test Met hod f or Fl exur al St r engt h of Concr et e ( Usi ng Si mpl e Beam wi t h Thi r d- Poi nt Loadi ng)

ASTM C803/ C803M ( 2018) St andar d Test Met hod f or Penet r at i on Resi st ance of Har dened Concr et e

ASTM C845/ C845M ( 2018) St andar d Speci f i cat i on f or Expansi ve Hydr aul i c Cement

ASTM C873/ C873M ( 2015) St andar d Test Met hod f or Compr essi ve St r engt h of Concr et e Cyl i nder s Cast i n Pl ace i n Cyl i ndr i cal Mol ds

ASTM C900 ( 2015) St andar d Test Met hod f or Pul l out St r engt h of Har dened Concr et e

ASTM C920 ( 2018) St andar d Speci f i cat i on f or El ast omer i c Joi nt Seal ant s

ASTM C94/ C94M ( 2018) St andar d Speci f i cat i on f or Ready- Mi xed Concr et e

ASTM C989/ C989M ( 2018a) St andar d Speci f i cat i on f or Sl ag Cement f or Use i n Concr et e and Mor t ar s

ASTM D1751 ( 2004; E 2013; R 2013) St andar d Speci f i cat i on f or Pr ef or med Expansi on Joi nt Fi l l er f or Concr et e Pavi ng and St r uct ur al Const r uct i on ( Nonext r udi ng and Resi l i ent Bi t umi nous Types)

ASTM D1752 ( 2018) St andar d Speci f i cat i on f or Pr ef or med Sponge Rubber , Cor k and Recycl ed PVC Expansi on Joi nt Fi l l er s f or Concr et e Pavi ng and St r uct ur al Const r uct i on

ASTM D2628 ( 1991; R 2016) St andar d Speci f i cat i on f or Pr ef or med Pol ychl or opr ene El ast omer i c Joi nt Seal s f or Concr et e Pavement s

ASTM D2835 ( 1989; R 2017) St andar d Speci f i cat i on f or Lubr i cant f or I nst al l at i on of Pr ef or med Compr essi on Seal s i n Concr et e Pavement s

ASTM D3042 ( 2017) St andar d Test Met hod f or I nsol ubl e Resi due i n Car bonat e Aggr egat es

ASTM D412 ( 2016) St andar d Test Met hods f or

SECTI ON 03 30 00 Page 12

Vul cani zed Rubber and Ther mopl ast i c El ast omer s - Tensi on

ASTM D471 ( 2016a) St andar d Test Met hod f or Rubber Pr oper t y - Ef f ect of Li qui ds

ASTM D5759 ( 2012) Char act er i zat i on of Coal Fl y Ash and Cl ean Coal Combust i on Fl y Ash f or Pot ent i al Uses

ASTM D6690 ( 2015) St andar d Speci f i cat i on f or Joi nt and Cr ack Seal ant s, Hot Appl i ed, f or Concr et e and Asphal t Pavement s

ASTM E1155 ( 2014) St andar d Test Met hod f or Det er mi ni ng Fl oor Fl at ness and Fl oor Level ness Number s

ASTM E1643 ( 2018a) St andar d Pr act i ce f or Sel ect i on, Desi gn, I nst al l at i on, and I nspect i on of Wat er Vapor Ret ar der s Used i n Cont act wi t h Ear t h or Gr anul ar Fi l l Under Concr et e Sl abs

ASTM E1745 ( 2017) St andar d Speci f i cat i on f or Wat er Vapor Ret ar der s Used i n Cont act wi t h Soi l or Gr anul ar Fi l l under Concr et e Sl abs

ASTM E1993/ E1993M ( 1998; R 2013; E 2013) St andar d Speci f i cat i on f or Bi t umi nous Wat er Vapor Ret ar der s Used i n Cont act wi t h Soi l or Gr anul ar Fi l l Under Concr et e Sl abs

ASTM E329 ( 2018) St andar d Speci f i cat i on f or Agenci es Engaged i n Const r uct i on I nspect i on, Test i ng, or Speci al I nspect i on

ASTM E96/ E96M ( 2016) St andar d Test Met hods f or Wat er Vapor Tr ansmi ssi on of Mat er i al s

CONCRETE REI NFORCI NG STEEL I NSTI TUTE ( CRSI )

CRSI 10MSP ( 2009; 28t h Ed; Er r at a) Manual of St andar d Practice

CRSI RB4. 1 ( 2016) Suppor t s f or Rei nf or cement Used i n Concrete

FOREST STEWARDSHI P COUNCI L ( FSC)

FSC STD 01 001 ( 2015) Pr i nci pl es and Cr i t er i a f or For est Stewardship

NATI ONAL I NSTI TUTE OF STANDARDS AND TECHNOLOGY ( NI ST)

NI ST PS 1 ( 2009) DOC Vol unt ar y Pr oduct St andar d PS 1- 07, St r uct ur al Pl ywood

SECTI ON 03 30 00 Page 13

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

COE CRD- C 513 ( 1974) Cor ps of Engi neer s Speci f i cat i ons f or Rubber Wat er st ops

COE CRD- C 572 ( 1974) Cor ps of Engi neer s Speci f i cat i ons f or Pol yvi nyl chl or i de Wat er st ops

U. S. GENERAL SERVI CES ADMI NI STRATI ON ( GSA)

FS SS- S- 200 ( Rev E; Am 1; Not i ce 1) Seal ant , Joi nt , Two- Component , Jet - Bl ast - Resi st ant , Col d- Appl i ed, f or Por t l and Cement Concr et e Pavement

U. S. GREEN BUI LDI NG COUNCI L ( USGBC)

LEED NC ( 2009) Leader shi p i n Ener gy and Envi r onment al Desi gn( t m) New Const r uct i on Rat i ng Syst em

1. 2 DEFINITIONS

a. " Cement i t i ous mat er i al " as used her ei n must i ncl ude al l por t l and cement , pozzol an, f l y ash, s l ag cement , and [ s i l i ca f ume] .

b. " Exposed t o publ i c v i ew" means si t uat ed so t hat i t can be seen f r om eye l evel f r om a publ i c l ocat i on af t er compl et i on of t he bui l di ng. A publ i c l ocat i on i s accessi bl e t o per sons not r esponsi bl e f or oper at i on or mai nt enance of t he bui l di ng.

c. " Chemi cal admi xt ur es" ar e mat er i al s i n t he f or m of powder or f l ui ds t hat ar e added t o t he concr et e t o gi ve i t cer t ai n char act er i st i cs not obt ai nabl e wi t h pl ai n concr et e mi xes.

d. " Suppl ement ar y cement i ng mat er i al s" ( SCM) i ncl ude coal f l y ash, [ s i l i ca f ume, ] s l ag cement , nat ur al or cal c i ned pozzol ans, and ul t r a- f i ne coal ash when used i n such pr opor t i ons t o r epl ace t he por t l and cement t hat r esul t i n i mpr ovement t o sust ai nabi l i t y and dur abi l i t y and r educed cost .

e. " Desi gn st r engt h" ( f ' c) i s t he speci f i ed compr essi ve st r engt h of concr et e at t i me( s) speci f i ed i n t hi s sect i on t o meet st r uct ur al desi gn criteria.

f . " Mass Concr et e" i s any concr et e syst em t hat appr oaches a maxi mum t emper at ur e of 70 degr ees C 158 degr ees F wi t hi n t he f i r st 72 hour s of pl acement . I n addi t i on, i t i ncl udes al l concr et e el ement s wi t h a sect i on t hi ckness of 1 met er 3 f eet or mor e r egar dl ess of t emper at ur e.

g. " Mi xt ur e pr opor t i oni ng" i s t he pr ocess of desi gni ng concr et e mi xt ur e pr opor t i ons t o enabl e i t t o meet t he st r engt h, ser vi ce l i f e and const r uct abi l i t y r equi r ement s of t he pr oj ect whi l e mi ni mi zi ng t he i ni t i al and l i f e- cycl e cost .

h. " Mi xt ur e pr opor t i ons" ar e t he masses or vol umes of i ndi v i dual i ngr edi ent s used t o make a uni t measur e ( cubi c met er or cubi c yar d) of concrete.

i . " Pozzol an" i s a s i l i ceous or s i l i ceous and al umi nous mat er i al , whi ch i n

SECTI ON 03 30 00 Page 14 i t sel f possesses l i t t l e or no cement i t i ous val ue but wi l l , i n f i nel y di v i ded f or m and i n t he pr esence of moi st ur e, chemi cal l y r eact wi t h cal c i um hydr oxi de at or di nar y t emper at ur es t o f or m compounds possessi ng cement i t i ous pr oper t i es.

j . " Wor kabi l i t y ( or consi st ence) " i s t he abi l i t y of a f r esh ( pl ast i c) concr et e mi x t o f i l l t he f or m/ moul d pr oper l y wi t h t he desi r ed wor k ( v i br at i on) and wi t hout r educi ng t he concr et e' s qual i t y . Wor kabi l i t y depends on wat er cont ent , chemi cal admi xt ur es, aggr egat e ( shape and si ze di st r i but i on) , cement i t i ous cont ent and age ( l evel of hydr at i on) .

1. 3 SUBMITTALS

NOTE: Revi ew Submi t t al Descr i pt i on ( SD) def i ni t i ons i n Sect i on 01 33 00 SUBMI TTAL PROCEDURES and edi t t he f ol l owi ng l i s t t o r ef l ect onl y t he submi t t al s r equi r ed f or t he pr oj ect .

The Gui de Speci f i cat i on t echni cal edi t or s have desi gnat ed t hose i t ems t hat r equi r e Gover nment appr oval , due t o t hei r compl exi t y or cr i t i cal i t y , wi t h a " G. " Gener al l y, ot her submi t t al i t ems can be r evi ewed by t he Cont r act or ' s Qual i t y Cont r ol Syst em. Onl y add a " G" t o an i t em, i f t he submi t t al i s suf f i c i ent l y i mpor t ant or compl ex i n cont ext of t he pr oj ect .

For submi t t al s r equi r i ng Gover nment appr oval on Ar my pr oj ect s, a code of up t o t hr ee char act er s wi t hi n t he submi t t al t ags may be used f ol l owi ng t he " G" desi gnat i on t o i ndi cat e t he appr ovi ng aut hor i t y.

Codes f or Ar my pr oj ect s usi ng t he Resi dent Management Syst em ( RMS) ar e: " AE" f or Ar chi t ect - Engi neer ; " DO" f or Di st r i c t Of f i ce ( Engi neer i ng Di v i s i on or ot her or gani zat i on i n t he Di st r i c t Of f i ce) ; " AO" f or Ar ea Of f i ce; " RO" f or Resi dent Of f i ce; and " PO" f or Pr oj ect Of f i ce. Codes f ol l owi ng t he " G" t ypi cal l y ar e not used f or Navy, Ai r For ce, and NASA pr oj ect s.

The " S" f ol l owi ng a submi t t al i t em i ndi cat es t hat t he submi t t al i s r equi r ed f or t he Sust ai nabi l i t y eNot ebook t o f ul f i l l f eder al l y mandat ed sust ai nabl e r equi r ement s i n accor dance wi t h Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG. Locat e t he " S" submi t t al under t he SD number t hat best descr i bes t he submi t t al i t em.

Choose t he f i r st br acket ed i t em f or Navy, Ai r For ce and NASA pr oj ect s, or choose t he second br acket ed i t em f or Ar my pr oj ect s.

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e [ f or Cont r act or Qual i t y Cont r ol appr oval . ] [ f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . ] Submi t t al s wi t h an " S" ar e f or i ncl usi on i n t he

SECTI ON 03 30 00 Page 15

Sust ai nabi l i t y eNot ebook, i n conf or mance wi t h Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG. Submi t t he f ol l owi ng i n accor dance wi t h Sect i on

01 33 00 SUBMI TTAL PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

[ Concr et e Cur i ng Pl an

] Qual i t y Cont r ol Pl an; G[ , [ _____] ]

Qual i t y Cont r ol Per sonnel Cer t i f i cat i ons; G[ , [ _____] ]

Qual i t y Cont r ol Or gani zat i onal Char t

Labor at or y Accr edi t at i on; G[ , [ _____] ]

[ For m Removal Schedul e; G[ , [ _____] ]

] Mat ur i t y Met hod Dat a

SD- 02 Shop Dr awi ngs

NOTE: Shop dr awi ngs f or f or mwor k may be r equi r ed f or unusual l y compl i cat ed st r uct ur es, f or st r uct ur es whose desi gns wer e pr edi ct ed on a par t i cul ar met hod of const r uct i on, f or st r uct ur es i n whi ch t he f or ms i mpar t a desi r ed ar chi t ect ur al f i ni sh, f or f ol ded pl at es, f or t hi n shel l s, and f or l ong- span r oof st r uct ur es i f r equi r ed.

[ Formwork

] Rei nf or c i ng St eel ; G[ , [ _____] ]

SD- 03 Pr oduct Dat a

Joi nt Seal ant s; ( LEED NC)

Joi nt Fi l l er ; ( LEED NC)

For mwor k Mat er i al s

Recycl ed Aggr egat e Mat er i al s; ( LEED NC)

Cement i t i ous Mat er i al s; ( LEED NC)

Vapor Ret ar der [ and Vapor Bar r i er ]

Concr et e Cur i ng Mat er i al s

Rei nf or cement ; ( LEED NC)

Li qui d Chemi cal Fl oor Har dener s and Seal er s

Admixtures

Rei nf or c i ng Fi ber s

SECTI ON 03 30 00 Page 16

Mechani cal Rei nf or c i ng Bar Connect or s

Waterstops

Local / Regi onal Mat er i al s; ( LEED NC)

Bi odegr adabl e For m Rel ease Agent

NOTE: I ncl ude f ol l owi ng submi t t al s when j ob compl exi t y j ust i f i es t he addi t i onal cost associ at ed wi t h t hese r equi r ement s.

[ Pumpi ng Concr et e

][ Fi ni shi ng Pl an

] Nonshr i nk Gr out

SD- 04 Sampl es

NOTE: Wher e f l at sur f ace f i ni shi ng i s i mpor t ant ask f or a sampl e i nst al l at i on t o t r ai n t he cr ew.

[ Sl ab Fi ni sh Sampl e

][ Sur f ace Fi ni sh Sampl es

] SD- 05 Desi gn Dat a

Concr et e Mi x Desi gn; G[ , [ _____] ]

NOTE: For mwor k desi gn cal cul at i ons onl y need t o be submi t t ed f or l ar ge compl ex pr oj ect s.

[ For mwor k Cal cul at i ons

] SD- 06 Test Repor t s

Concr et e Mi x Desi gn; G[ , [ _____] ]

Fl y Ash

Pozzolan

Sl ag Cement

Aggregates

[ Fi ber - Rei nf or ced Concr et e; G[ , [ _____] ]

][ Tol er ance Repor t

SECTI ON 03 30 00 Page 17

] Compr essi ve St r engt h Test s; G[ , [ _____] ]

[ Uni t Wei ght of St r uct ur al Concr et e

][ Chl or i de I on Concent r at i on

NOTE: Requi r e ai r cont ent t est r esul t s t o be submi t t ed when t he ai r per cent age i s cr i t i cal t o s l ab f i ni shes such as shake or har dener f i ni shes and t he t ot al ai r cont ent must NOT EXCEED a cer t ai n percentage.

Ai r cont ent shoul d be t est ed f or mi ni mum ai r ent r ai nment i n f r eeze/ t haw ar eas.

[ Ai r Cont ent

] Sl ump Test s

Water

SD- 07 Cer t i f i cat es

Rei nf or c i ng Bar s

Wel der Qual i f i cat i ons

NOTE: I ncl ude f ol l owi ng submi t t al s when j ob compl exi t y j ust i f i es t he addi t i onal cost associ at ed wi t h t hese r equi r ement s.

[ Si l i ca Fume Manuf act ur er ' s Repr esent at i ve

][ VOC Cont ent f or For m Rel ease Agent s, Cur i ng Compounds, and Concr et e Penet r at i ng Seal er s

] Saf et y Dat a Sheet s

For est St ewar dshi p Counci l ( FSC) Cer t i f i cat i on

Fi el d Test i ng Techni c i an and Test i ng Agency

SD- 08 Manuf act ur er ' s I nst r uct i ons

Li qui d Chemi cal Fl oor Har dener s and Seal er s

Joi nt Seal ant s; ( LEED NC)

[ Cur i ng Compound

] 1. 4 MODI FI CATI ON OF REFERENCES

Accompl i sh wor k i n accor dance wi t h ACI publ i cat i ons except as modi f i ed her ei n. Consi der t he advi sor y or r ecommended pr ovi s i ons t o be mandat or y.

I nt er pr et r ef er ence t o t he " Bui l di ng Of f i c i al , " t he " St r uct ur al Engi neer , "

SECTI ON 03 30 00 Page 18 and t he " Ar chi t ect / Engi neer " t o mean t he Cont r act i ng Of f i cer .

1. 5 DELI VERY, STORAGE, AND HANDLI NG

NOTE: Mat er i al s whi ch ar e woven, f i br ous, or por ous i n nat ur e have a hi gh capaci t y t o adsor b VOC emi ssi ons; f or i nst ance, acoust i cal cei l i ngs, car pet , t ext i l es, and unpr i med gypsum wal l boar d.

Follow ACI 301, ACI 304R and ASTM A934/ A934M r equi r ement s and r ecommendat i ons. Do not del i ver concr et e unt i l vapor r et ar der , [ vapor bar r i er , ] f or ms, r ei nf or cement , embedded i t ems, and chamf er st r i ps ar e i n pl ace and r eady f or concr et e pl acement . Do not st or e concr et e cur i ng compounds or seal er s wi t h mat er i al s t hat have a hi gh capaci t y t o adsor b vol at i l e or gani c compound ( VOC) emi ssi ons, i ncl udi ng [ _____] . Do not st or e concr et e cur i ng compounds or seal er s i n occupi ed spaces.

1. 5. 1 Reinforcement

St or e r ei nf or cement of di f f er ent s i zes and shapes i n separ at e pi l es or r acks r ai sed above t he gr ound t o avoi d excessi ve r ust i ng. Pr ot ect f r om cont ami nant s such as gr ease, oi l , and di r t . Ensur e bar s i zes can be accur at el y i dent i f i ed af t er bundl es ar e br oken and t ags r emoved.

[ 1. 5. 1. 1 Epoxy Coat ed Rei nf or c i ng St eel

Recor d coat i ng l ot on each shi ppi ng not i ce and car ef ul l y i dent i f y and r e- t ag bar bundl es f r om bendi ng pl ant . Pr ovi de syst ems f or handl i ng coat ed bar s whi ch have padded cont act ar eas such as, nyl on s l i ngs, al l f r ee of di r t and gr i t . Li f t bundl ed coat ed bar s wi t h st r ong back, mul t i pl e suppor t s, or pl at f or m br i dge t o pr event saggi ng and abr asi on. Pad bundl i ng bands wher e i n cont act wi t h bar s. Do not dr op or dr ag bar s or bundl es.

St or e coat ed bar s bot h i n shop and i n f i el d, abovegr ound, on wooden or padded cr i bbi ng. Space t he dunnage cl ose enough t o pr event excessi ve sags. St ack l ar ge quant i t i es of st r ai ght bar s wi t h adequat e pr ot ect i ve bl ocki ng bet ween l ayer s. Schedul e del i ver i es of epoxy coat ed bar s t o t he j ob s i t e t o avoi d t he need f or l ong t er m st or age. Pr ot ect f r om di r ect sunl i ght and weat her . Cover bar s t o be st or ed l onger t han 12 hour s at t he j ob s i t e wi t h opaque pol yet hyl ene sheet i ng or ot her sui t abl e equi val ent pr ot ect i ve mat er i al .

] 1. 6 QUALI TY ASSURANCE

1. 6. 1 Desi gn Dat a

[ 1. 6. 1. 1 For mwor k Cal cul at i ons

ACI 347R. I ncl ude desi gn cal cul at i ons i ndi cat i ng ar r angement of f or ms, s i zes and gr ades of suppor t s ( l umber ) , panel s, and r el at ed component s.

Fur ni sh dr awi ngs and cal cul at i ons of shor i ng and r e- shor i ng met hods pr oposed f or f l oor and r oof s l abs, spandr el beams, and ot her hor i zont al concr et e member s. Cal cul at i ons must i ndi cat e concr et e pr essur e wi t h bot h l i ve and dead l oads, al ong wi t h mat er i al t ypes.

] 1. 6. 1. 2 Concr et e Mi x Desi gn

Si xt y days mi ni mum pr i or t o concr et e pl acement , submi t a mi x desi gn f or

SECTI ON 03 30 00 Page 19 each st r engt h and t ype of concr et e. Submi t a compl et e l i s t of mat er i al s i ncl udi ng t ype; br and; sour ce and amount of cement , suppl ement ar y cement i t i ous mat er i al s, [ f i ber s] , and admi xt ur es; and appl i cabl e r ef er ence speci f i cat i ons. Submi t mi l l t est and al l ot her t est f or cement , suppl ement ar y cement i t i ous mat er i al s, aggr egat es, and admi xt ur es. Pr ovi de document at i on of maxi mum nomi nal aggr egat e s i ze, gr adat i on anal ysi s, per cent age r et ai ned and passi ng s i eve, and a gr aph of per cent age r et ai ned ver ses s i eve s i ze. Pr ovi de mi x pr opor t i on dat a usi ng at l east t hr ee di f f er ent wat er - cement i t i ous mat er i al r at i os f or each t ype of mi xt ur e, whi ch pr oduce a r ange of st r engt h encompassi ng t hose r equi r ed f or each t ype of concr et e r equi r ed. I f sour ce mat er i al changes, r esubmi t mi x pr opor t i on dat a usi ng r evi sed sour ce mat er i al . Pr ovi de onl y mat er i al s t hat have been pr oven by t r i al mi x st udi es t o meet t he r equi r ement s of t hi s speci f i cat i on, unl ess ot her wi se appr oved i n wr i t i ng by t he Cont r act i ng Of f i cer . I ndi cat e c l ear l y i n t he submi t t al wher e each mi x desi gn i s used when mor e t han one mi x desi gn i s submi t t ed. Resubmi t dat a on concr et e component s i f t he qual i t i es or sour ce of component s changes. For pr evi ousl y appr oved concr et e mi x desi gns used wi t hi n t he past t wel ve mont hs, t he pr evi ous mi x desi gn may be r e- submi t t ed wi t hout f ur t her t r i al bat ch t est i ng i f accompani ed by mat er i al t est dat a conduct ed wi t hi n t he l ast s i x mont hs.

Obt ai n mi x desi gn appr oval f r om t he cont r act i ng of f i cer pr i or t o concr et e placement.

1. 6. 2 Shop Dr awi ngs

[ 1. 6. 2. 1 Formwork

Dr awi ngs showi ng det ai l s of f or mwor k i ncl udi ng, but not l i mi t ed t o; j oi nt s, suppor t s, st uddi ng and shor i ng, and sequence of f or m and shor i ng r emoval .

I ndi cat e pl acement schedul e, const r uct i on, l ocat i on and met hod of f or mi ng cont r ol j oi nt s. I ncl ude l ocat i ons of i nser t s, condui t , s l eeves and ot her embedded i t ems. Repr oduct i ons of cont r act dr awi ngs ar e unaccept abl e.

Submi t f or m r emoval schedul e i ndi cat i ng el ement and mi ni mum l engt h of t i me f or f or m r emoval .

Desi gn, f abr i cat e, er ect , suppor t , br ace, and mai nt ai n f or mwor k so t hat i t i s abl e t o suppor t , wi t hout f ai l ur e, al l ver t i cal and l at er al l oads t hat may r easonabl y be ant i c i pat ed t o be appl i ed t o t he f or mwor k.

] 1. 6. 2. 2 Rei nf or c i ng St eel

I ndi cat e bendi ng di agr ams, assembl y di agr ams, spl i c i ng and l aps of bar s, shapes, di mensi ons, and det ai l s of bar r ei nf or c i ng, accessor i es, and concr et e cover . Do not scal e di mensi ons f r om st r uct ur al dr awi ngs t o det er mi ne l engt hs of r ei nf or c i ng bar s. Repr oduct i ons of cont r act dr awi ngs ar e unaccept abl e.

[ 1. 6. 3 Cont r ol Submi t t al s

[ 1. 6. 3. 1 Concr et e Cur i ng Pl an

Submi t pr oposed mat er i al s, met hods and dur at i on f or cur i ng concr et e el ement s i n accor dance wi t h ACI 308. 1.

][ 1. 6. 3. 2 Pumpi ng Concr et e

Submi t pr oposed mat er i al s and met hods f or pumpi ng concr et e. Submi t t al must i ncl ude mi x desi gns, pumpi ng equi pment i ncl udi ng t ype of pump and s i ze and mat er i al f or pi pe, and maxi mum l engt h and hei ght concr et e i s t o be pumped.

SECTI ON 03 30 00 Page 20

][ 1. 6. 3. 3 Si l i ca Fume Manuf act ur er ' s Repr esent at i ve

NOTE: A pr e- const r uct i on meet i ng wi t h t he concr et e suppl i er , cont r act or , f i ni sher , admi xt ur e suppl i er , and Cont r act i ng Of f i cer shoul d be r equi r ed f or pr oj ect s whi ch r equi r e s i l i ca f ume, cor r osi on i nhi bi t or s, or hi gh- r ange wat er r educer s ( super pl ast i c i zer s) . An i ni t i al sampl e pour wi t h t he pr oposed concr et e mi x and met hods of pl aci ng, f i ni shi ng and cur i ng may be benef i c i al t o ensur e concr et e qual i t y .

The manuf act ur er ' s r epr esent at i ve must be pr esent at mi x pl ant t o ensur e pr oper mi x, i ncl udi ng hi gh r ange wat er r educer , and bat chi ng met hods dur i ng t he f i r st 3 [ _____] days of concr et e mi x pr epar at i on and pl acement . Af t er whi ch t he manuf act ur er ' s r epr esent at i ve must desi gnat e a r epr esent at i ve at t he concr et e pr oducer ' s pl ant t o ensur e t he concr et e mi x pr ocedur es meet t he s i l i ca f ume manuf act ur er ' s r ecommendat i ons. [ Repr esent at i ve t o at t end and advi se at f i ni shi ng of sampl e s l ab. ]

][ 1. 6. 3. 4 Fi ni shi ng Pl an

NOTE: I ncl ude when f i ni shi ng or speci al f l at ness ar e cr i t i cal .

Submi t pr oposed mat er i al and pr ocedur es t o be used i n obt ai ni ng t he f i ni sh f or t he [ _____] f l oor s. I ncl ude qual i f i cat i on of per son t o be used f or obt ai ni ng f l oor t ol er ance measur ement , descr i pt i on of measur i ng equi pment t o be used, and a sket ch showi ng l i nes and l ocat i ons t he measur i ng equi pment wi l l f ol l ow.

][ 1. 6. 3. 5 VOC Cont ent f or f or m r el ease agent s, cur i ng compounds, and concr et e penet r at i ng seal er s

Submi t cer t i f i cat i on f or t he f or m r el ease agent , cur i ng compounds, and concr et e penet r at i ng seal er s t hat i ndi cat e t he VOC cont ent of each pr oduct .

] 1. 6. 3. 6 Saf et y Dat a Sheet s

Submi t Saf et y Dat a Sheet s ( SDS) f or al l mat er i al s t hat ar e r egul at ed f or hazar dous heal t h ef f ect s. SDS must be r eadi l y accessi bl e dur i ng each wor k shi f t t o empl oyees when t hey ar e at t he const r uct i on s i t e.

] 1. 6. 4 Test Repor t s

1. 6. 4. 1 Fl y Ash and Pozzol an

Submi t t est r esul t s i n accor dance wi t h ASTM C618 f or f l y ash and pozzol an.

Submi t t est r esul t s per f or med wi t hi n 6 mont hs of submi t t al dat e.

1. 6. 4. 2 Sl ag Cement

Submi t t est r esul t s i n accor dance wi t h ASTM C989/ C989M f or s l ag cement .

Submi t t est r esul t s per f or med wi t hi n 6 mont hs of submi t t al dat e.

SECTI ON 03 30 00 Page 21

1. 6. 4. 3 Aggregates

Submi t t est r esul t s i n accor dance wi t h ASTM C33/ C33M, or ASTM C330/ C330M f or l i ght wei ght aggr egat e, and ASTM C1293 or ASTM C1567 as r equi r ed i n t he par agr aph t i t l ed ALKALI - AGGREGATE REACTI ON.

[ 1. 6. 4. 4 Fi ber - Rei nf or ced Concr et e

Test t o det er mi ne f l exur al t oughness i ndex I 5 i n accor dance wi t h

ASTM C1116/ C1116M.

] 1. 6. 5 Fi el d Sampl es

[ 1. 6. 5. 1 Sl ab Fi ni sh Sampl e

I nst al l mi ni mum of 3000 mm by 3000 mm 10 f oot by 10 f oot s l ab. Sl ab f i ni sh sampl e must not be par t of t he f i nal pr oj ect . Fi ni sh as r equi r ed by speci f i cat i on. [ Si l i ca f ume manuf act ur er ' s r epr esent at i ve must at t end and advise.]

][ 1. 6. 5. 2 Sur f ace Fi ni sh Sampl es

NOTE: I ncl ude when ei t her j ob compl exi t y or aest het i cs j ust i f y t he addi t i onal cost associ at ed wi t h t hese r equi r ement s.

Pr ovi de a mi ni mum of t hr ee sampl e concr et e panel s f or each f i ni sh f or each mi x desi gn, one m by one m, 75 mm 3 f eet by 3 f eet , 3 i nches t hi ck. Use t he appr oved concr et e mi x desi gn( s) . Pr ovi de sampl e panel s on- si t e at l ocat i ons di r ect ed. Once appr oved, each set of panel s must be r epr esent at i ve of each of t he f i ni shes speci f i ed and of t he wor kmanshi p and f i ni sh( es) r equi r ed. Do not r emove or dest r oy sampl es unt i l di r ect ed by t he Cont r act i ng Of f i cer .

] 1. 6. 6 Qual i t y Cont r ol Pl an

NOTE: The obj ect i ve of t he concr et e qual i t y cont r ol pr ogr am i s f or t he Cont r act or t o out l i ne t he pr ocedur es t hat wi l l be used t o const r uct a st r uct ur e t hat wi l l obt ai n t he desi gn ser vi ce l i f e.

Devel op and submi t f or appr oval a concr et e qual i t y cont r ol pr ogr am i n accor dance wi t h t he gui del i nes of ACI 121R and as speci f i ed her ei n. The pl an must i ncl ude appr oved l abor at or i es. Pr ovi de di r ect over si ght f or t he concr et e qual i f i cat i on pr ogr am i ncl usi ve of associ at ed sampl i ng and t est i ng. Al l qual i t y cont r ol r epor t s must be pr ovi ded t o t he Cont r act i ng Of f i cer , Qual i t y Manager and Concr et e Suppl i er . Mai nt ai n a copy of ACI SP- 15 and CRSI 10MSP at pr oj ect s i t e.

1. 6. 7 Qual i t y Cont r ol Per sonnel Cer t i f i cat i ons

The Cont r act or must submi t f or appr oval t he r esponsi bi l i t i es of t he var i ous qual i t y cont r ol per sonnel , i ncl udi ng t he names and qual i f i cat i ons of t he i ndi v i dual s i n t hose posi t i ons and a qual i t y cont r ol or gani zat i onal char t

SECTI ON 03 30 00 Page 22 def i ni ng t he qual i t y cont r ol hi er ar chy and t he r esponsi bi l i t y of t he var i ous posi t i ons. Qual i t y cont r ol per sonnel must be empl oyed by t he Contractor.

Submi t Amer i can Concr et e I nst i t ut e cer t i f i cat i on f or t he f ol l owi ng:

a. CQC per sonnel r esponsi bl e f or i nspect i on of concr et e oper at i ons.

b. Lead For eman or Jour neyman of t he Concr et e Pl aci ng, Fi ni shi ng, and Cur i ng Cr ews.

c. Fi el d Test i ng Techni c i ans: ACI Concr et e Fi el d Test i ng Techni c i an, Gr ade I.

1. 6. 7. 1 Qual i t y Manager Qual i f i cat i ons

The qual i t y manager must hol d a cur r ent l i cense as a pr of essi onal engi neer i n a U. S. st at e or t er r i t or y wi t h exper i ence on at l east f i ve s i mi l ar pr oj ect s. Evi dence of ext r aor di nar y pr oven exper i ence may be consi der ed by t he Cont r act i ng Of f i cer as suf f i c i ent t o act as t he Qual i t y Manager .

1. 6. 7. 2 Fi el d Test i ng Techni c i an and Test i ng Agency

Submi t dat a on qual i f i cat i ons of pr oposed t est i ng agency and t echni c i ans f or appr oval by t he Cont r act i ng Of f i cer pr i or t o per f or mi ng t est i ng on concrete.

a. Wor k on concr et e under t hi s cont r act must be per f or med by an ACI Concr et e Fi el d Test i ng Techni c i an Gr ade 1 qual i f i ed i n accor dance wi t h ACI SP- 2 or equi val ent . Equi val ent cer t i f i cat i on pr ogr ams must i ncl ude r equi r ement s f or wr i t t en and per f or mance exami nat i ons as st i pul at ed i n

ACI SP- 2.

b. Test i ng agenci es t hat per f or m t est i ng ser vi ces on r ei nf or c i ng st eel must meet t he r equi r ement s of ASTM E329.

c. Test i ng agenci es t hat per f or m t est i ng ser vi ces on concr et e mat er i al s must meet t he r equi r ement s of ASTM C1077.

1. 6. 8 Labor at or y Qual i f i cat i ons f or Concr et e Qual i f i cat i on Test i ng

The concr et e t est i ng l abor at or y must have t he necessar y equi pment and exper i ence t o accompl i sh r equi r ed t est i ng. The l abor at or y must meet t he r equi r ement s of ASTM C1077 and be Cement and Concr et e Ref er ence Labor at or y ( CCRL) i nspect ed.

1. 6. 9 Labor at or y Accr edi t at i on

Labor at or y and t est i ng f aci l i t i es must be pr ovi ded by and at t he expense of t he Cont r act or .