6. 5015-21-3104 DMAFB Substation Specs 1.19.2024.pdf

DMAFB Subst at i on Swi t chi ng and Di st r i but i on Davi s- Mont han Ai r For ce Base FBNV190002 I nf r ast r uct ur e Engi neer i ng Sol ut i ons JV

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 45 35 SPECI AL I NSPECTI ONS

DI VI SI ON 03 - CONCRETE

03 30 00 CAST- I N- PLACE CONCRETE

DI VI SI ON 26 - ELECTRI CAL

26 05 00. 00 40 COMMON WORK RESULTS FOR ELECTRI CAL

26 35 33. 00 40 POWER FACTOR CORRECTI ON EQUI PMENT

DI VI SI ON 31 - EARTHWORK

31 63 26 DRI LLED CAI SSONS

DI VI SI ON 33 - UTI LI TI ES

33 71 01. 00 40 OVERHEAD TRANSMI SSI ON AND DI STRI BUTI ON

33 71 02 UNDERGROUND ELECTRI CAL DI STRI BUTI ON

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 1

SECTI ON 01 45 35

SPECI AL I NSPECTI ONS

PART 1 GENERAL

1. 1 REFERENCES

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.

I NTERNATI ONAL CODE COUNCI L ( I CC)

I CC I BC ( 2021) I nt er nat i onal Bui l di ng Code

U. S. DEPARTMENT OF DEFENSE ( DOD)

UFC 3- 301- 01 ( 2023) St r uct ur al Engi neer i ng

1. 2 GENERAL REQUI REMENTS

Per f or m Speci al I nspect i ons i n accor dance wi t h t he St at ement of Speci al I nspect i ons, Schedul e of Speci al I nspect i ons and Chapt er 17 of I CC I BC.

The St at ement of Speci al I nspect i ons and Schedul e of Speci al I nspect i ons ar e i ncl uded as an at t achment t o t hi s speci f i cat i on. Speci al I nspect i ons ar e t o be per f or med by an i ndependent t hi r d par t y and ar e i nt ended t o ensur e t hat t he wor k of t he Pr i me Cont r act or i s i n accor dance wi t h t he Cont r act Document s and appl i cabl e bui l di ng codes. Speci al i nspect i ons do not t ake t he pl ace of t he t hr ee phases of cont r ol i nspect i ons per f or med by t he Cont r act or ' s QC Manager or any t est i ng and i nspect i ons r equi r ed by ot her sect i ons of t he speci f i cat i ons.

1. 3 DEFI NI TI ONS

1. 3. 1 Cont i nuous Speci al I nspect i ons

Cont i nuous Speci al I nspect i ons i s t he const ant moni t or i ng of speci f i c t asks by a speci al i nspect or . These i nspect i ons must be car r i ed out cont i nuousl y over t he dur at i on of t he par t i cul ar t asks.

1. 3. 2 Per f or m

Per f or m t hese Speci al I nspect i ons t asks f or each wel ded j oi nt or member .

1. 3. 3 Obser ve

Obser ve t hese Speci al I nspect i ons i t ems on a per i odi c dai l y basi s.

Oper at i ons need not be del ayed pendi ng t hese i nspect i ons.

1. 3. 4 Speci al I nspect or ( SI )

A qual i f i ed per son r et ai ned by t he Cont r act or and appr oved by t he Cont r act i ng Of f i cer as havi ng t he compet ence necessar y t o i nspect a par t i cul ar t ype of const r uct i on r equi r i ng Speci al I nspect i ons. The SI must be an i ndependent t hi r d par t y hi r ed di r ect l y by t he Pr i me Cont r act or .

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1. 3. 5 Associ at e Speci al I nspect or ( ASI )

A qual i f i ed per son who assi st s t he SI i n per f or mi ng Speci al I nspect i ons but must per f or m i nspect i on under t he di r ect super vi s i on of t he SI and cannot per f or m i nspect i ons wi t hout t he SI on si t e.

1. 3. 6 Thi r d Par t y

A Speci al i nspect or must not be an empl oyee of t he Cont r act or or of any Sub- Cont r act or per f or mi ng t he wor k t o be i nspect ed.

1. 3. 7 Speci al I nspect or of Recor d ( SI OR)

A l i censed engi neer i n r esponsi bl e char ge of super vi s i on of al l speci al i nspect or s f or t he pr oj ect and appr oved by t he Cont r act i ng Of f i cer . The SI OR must be an i ndependent t hi r d par t y ent i t y hi r ed di r ect l y by t he Pr i me Cont r act or .

1. 3. 8 Cont r act i ng Of f i cer

The Gover nment of f i c i al havi ng over al l aut hor i t y f or admi ni st r at i ve cont r act i ng act i ons. Cer t ai n cont r act i ng act i ons may be del egat ed t o t he Cont r act i ng Of f i cer ' s Repr esent at i ve ( COR) .

1. 3. 9 Cont r act or ' s Qual i t y Cont r ol ( QC) Manager

An i ndi v i dual r et ai ned by t he Pr i me Cont r act or and qual i f i ed i n accor dance wi t h t he Sect i on 01 45 00 QUALI TY CONTROL havi ng t he over al l r esponsi bi l i t y f or t he Cont r act or ' s QC or gani zat i on.

1. 3. 10 St r uct ur al Engi neer of Recor d ( SER)

A r egi st er ed desi gn pr of essi onal cont r act ed by t he Gover nment as an A/ E r et ai ned by t he Pr i me Cont r act or r esponsi bl e f or t he over al l desi gn and r evi ew of submi t t al document s pr epar ed by ot her s. The SER i s r egi st er ed or l i censed t o pr act i ce t hei r r espect i ve desi gn pr of essi on as def i ned by t he st at ut or y r equi r ement s of t he pr of essi onal r egi st r at i on l aws i n t he st at e i n whi ch t he desi gn pr of essi onal wor ks. The SER i s al so r ef er r ed t o as t he Engi neer of Recor d ( EOR) i n desi gn code document s.

1. 3. 11 St at ement of Speci al I nspect i ons ( SSI )

A document devel oped by t he SER i dent i f y i ng t he mat er i al , syst ems, component s and wor k r equi r ed t o have Speci al I nspect i ons. Thi s st at ement i s i ncl uded at t he end of t hi s speci f i cat i on.

1. 3. 12 Schedul e of Speci al I nspect i ons ( SSI )

A schedul e whi ch l i s t s each of t he r equi r ed Speci al I nspect i ons, t he ext ent t o whi ch each Speci al I nspect i on i s t o be per f or med, and t he r equi r ed f r equency f or each i n accor dance wi t h I CC I BC Chapt er 17. Thi s schedul e i s i ncl uded at t he end of t hi s speci f i cat i on.

1. 3. 13 Def i nabl e Feat ur e of Wor k ( DFOW)

An i nspect i on gr oup t hat i s separ at e and di st i nct f r om ot her i nspect i on gr oups, havi ng i nspect i on r equi r ement s or i nspect or s t hat ar e uni que.

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1. 4 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" or " S" c l assi f i cat i on. Submi t t al s not havi ng a " G" or " S" c l assi f i cat i on ar e f or Cont r act or Qual i t y Cont r ol appr oval . When used, a code f ol l owi ng t he " G" c l assi f i cat 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 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

SI OR Let t er of Accept ance; G

Speci al I nspect i ons Pr oj ect Manual ; G

Speci al I nspect i ons Agency' s Wr i t t en NDT Pr act i ces wi t h met hod and evi dence of r egul ar equi pment cal i br at i on wher e appl i cabl e

SD- 06 Test Repor t s

Speci al I nspect i ons Dai l y Repor t s

Speci al I nspect i ons Bi weekl y Repor t s

SD- 07 Cer t i f i cat es

AI SC Cer t i f i ed St eel Fabr i cat or

Cer t i f i cat e of Compl i ance

Speci al I nspect or of Recor d Qual i f i cat i ons; G

Speci al I nspect or Qual i f i cat i ons; G

Qual i f i cat i on Recor ds f or NDT t echni c i ans

SD- 11 Cl oseout Submi t t al s

I nt er i m Repor t of Speci al I nspect i ons f or Each DFOW; G

Compr ehensi ve Fi nal Repor t of Speci al I nspect i ons; G

1. 5 SPECI AL I NSPECTOR QUALI FI CATI ONS

Submi t qual i f i cat i ons f or each speci al i nspect or and t he speci al i nspect or of r ecor d.

1. 5. 1 St eel Const r uct i on and Hi gh St r engt h Bol t i ng

1. 5. 1. 1 Speci al I nspect or

a. I CC St r uct ur al St eel and Bol t i ng Speci al I nspect or cer t i f i cat e wi t h one year of r el at ed exper i ence, or

b. Regi st er ed Pr of essi onal Engi neer wi t h t hr ee year s of r el at ed exper i ence

1. 5. 1. 2 Associ at e Speci al I nspect or

Engi neer - I n- Tr ai ni ng wi t h one year of r el at ed exper i ence.

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1. 5. 2 Wel di ng St r uct ur al St eel

1. 5. 2. 1 Speci al I nspect or

a. I CC St r uct ur al Wel di ng Speci al I nspect or cer t i f i cat e wi t h one year of r el at ed exper i ence, or

b. AWS Cer t i f i ed Wel di ng I nspect or

1. 5. 2. 2 Associ at e Speci al I nspect or

AWS Cer t i f i ed Associ at e Wel di ng I nspect or

1. 5. 3 Nondest r uct i ve Test i ng of Wel ds

1. 5. 3. 1 Speci al I nspect or

NDT Level I I I Cer t i f i cat e

1. 5. 3. 2 Associ at e Speci al I nspect or

NDT Level I I Cer t i f i cat e pl us one year of r el at ed exper i ence

1. 5. 4 Concr et e Const r uct i on

1. 5. 4. 1 Speci al I nspect or

a. I CC Rei nf or ced Concr et e Speci al I nspect or Cer t i f i cat e wi t h one year of r el at ed exper i ence, or

b. ACI Concr et e Const r uct i on Speci al I nspect or , or

c. Regi st er ed Pr of essi onal Engi neer wi t h t hr ee year s of r el at ed exper i ence

1. 5. 4. 2 Associ at e Speci al I nspect or

a. ACI Concr et e Const r uct i on Speci al I nspect or i n Tr ai ni ng, or

b. Engi neer - I n- Tr ai ni ng wi t h one year of r el at ed exper i ence

1. 5. 5 Ver i f i cat i on of Si t e Soi l Condi t i on, Fi l l Pl acement and Load- Bear i ng Requi r ement s

1. 5. 5. 1 Speci al I nspect or

a. I CC Soi l s Speci al I nspect or Cer t i f i cat e wi t h one year of r el at ed exper i ence, or

b. NI CET Soi l s Techni c i an Level I I Cer t i f i cat e i n Const r uct i on Mat er i al Test i ng, or

c. Geol ogi st - I n- Tr ai ni ng wi t h t hr ee year s of r el at ed exper i ence, or

d. Regi st er ed Pr of essi onal Engi neer wi t h t hr ee year s of r el at ed exper i ence

1. 5. 5. 2 Associ at e Speci al I nspect or

a. NI CET Soi l s Techni c i an Level I Cer t i f i cat e i n Const r uct i on Mat er i al

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Test i ng wi t h one year of r el at ed exper i ence, or

b. Engi neer - I n- Tr ai ni ng wi t h one year of r el at ed exper i ence

1. 5. 6 Deep Foundat i ons

1. 5. 6. 1 Speci al I nspect or

a. NI CET Soi l s Techni c i an Level I I Cer t i f i cat e i n Const r uct i on Mat er i al Test i ng, or

b. Geol ogi st - I n- Tr ai ni ng wi t h t hr ee year s of r el at ed exper i ence, or

c. Regi st er ed Pr of essi onal Engi neer wi t h t hr ee year s of r el at ed exper i ence

1. 5. 6. 2 Associ at e Speci al I nspect or

a. NI CET Soi l s Techni c i an Level I Cer t i f i cat e i n Const r uct i on Mat er i al Test i ng wi t h one year of r el at ed exper i ence, or

b. NI CET Geot echni cal Engi neer i ng Techni c i an Level I Const r uct i on or Gener al i st Cer t i f i cat e wi t h one year of r el at ed exper i ence, or

c. Engi neer - I n- Tr ai ni ng wi t h one year of r el at ed exper i ence

1. 5. 7 Speci al I nspect or of Recor d ( SI OR)

Regi st er ed Pr of essi onal Engi neer wi t h f i ve year s of r el at ed exper i ence.

PART 2 PRODUCTS

2. 1 FABRI CATOR SPECI AL I NSPECTI ONS

Speci al I nspect i ons of f abr i cat or ' s wor k per f or med i n t he f abr i cat or ' s shop i s r equi r ed t o be i nspect ed i n accor dance wi t h t he St at ement of Speci al I nspect i ons and t he Schedul e of Speci al I nspect i ons unl ess t he f abr i cat or i s cer t i f i ed by t he appr oved agency t o per f or m such wor k wi t hout Speci al I nspect i ons. Submi t t he f ol l owi ng cer t i f i cat i on( s) t o t he Cont r act i ng Of f i cer f or i nf or mat i on t o al l ow wor k per f or med i n t he f abr i cat or ' s shop t o not be subj ect ed t o Speci al I nspect i ons.

AI SC Cer t i f i ed St eel Fabr i cat or .

At t he compl et i on of f abr i cat i on, submi t a cer t i f i cat e of compl i ance, t o be i ncl uded wi t h t he compr ehensi ve f i nal r epor t of Speci al I nspect i ons, st at i ng t hat t he mat er i al s suppl i ed and wor k per f or med by t he f abr i cat or ar e i n accor dance wi t h t he const r uct i on document s.

PART 3 EXECUTI ON

3. 1 RESPONSI BI LI TI ES

3. 1. 1 Speci al I nspect or of Recor d

a. Super vi se al l Speci al I nspect or s r equi r ed by t he Cont r act Document s and t he I BC.

b. Submi t a SI OR Let t er of Accept ance t o t he Cont r act i ng Of f i cer at t est i ng t o accept ance of t he dut i es of SI OR, s i gned and seal ed by

SECTI ON 01 45 35 Page 5 t he SI OR.

c. Ver i f y t he qual i f i cat i ons of al l of t he Speci al I nspect or s.

d. Ver i f y t he qual i f i cat i ons of f abr i cat or s.

e. Submi t Speci al I nspect i ons agency' s wr i t t en NDT pr act i ces f or t he moni t or i ng and cont r ol of t he agency' s oper at i ons t o i ncl ude t he f ol l owi ng:

( 1) The agency' s pr ocedur es f or t he sel ect i on and admi ni st r at i on of i nspect i on per sonnel , descr i bi ng t he t r ai ni ng, exper i ence and exami nat i on r equi r ement s f or qual i f i cat i ons and cer t i f i cat i on of i nspect i on per sonnel .

( 2) The agency' s i nspect i on pr ocedur es, i ncl udi ng gener al i nspect i on, mat er i al cont r ol s, and vi sual wel di ng i nspect i on.

f . Submi t qual i f i cat i on r ecor ds f or nondest r uct i ve t est i ng ( NDT) t echni c i ans desi gnat ed f or t he pr oj ect .

g. Submi t NDT pr ocedur es and equi pment cal i br at i on r ecor ds f or NDT t o be per f or med and equi pment t o be used f or t he pr oj ect .

h. Pr epar e a Speci al I nspect i ons Pr oj ect Manual , whi ch must cover t he f ol l owi ng:

( 1) Rol es and r esponsi bi l i t i es of t he f ol l owi ng i ndi v i dual s dur i ng Speci al I nspect i ons: SI OR, SI , ASI , Gener al Cont r act or ' s QC Manager and SER.

( 2) Or gani zat i onal char t or communi cat i on pl an, i ndi cat i ng l i nes of communi cat i on.

( 3) Cont r act or ' s i nt er nal pl an f or schedul i ng i nspect i ons. Addr ess i t ems such as t i mel i ness of i nspect i on r equest s, who t o cont act f or i nspect i on r equest s, and avai l abi l i t y of al t er nat e i nspect or s.

( 4) I ndi cat e t he Gover nment r epor t i ng r equi r ement s.

( 5) Pr opose f or ms or t empl at es t o be used by SI and SI OR t o document i nspect i ons.

( 6) I ndi cat e pr ocedur es f or t r acki ng nonconf or mi ng wor k and ver i f i cat i on t hat cor r ect i ve wor k i s compl et e.

( 7) I ndi cat e how t he SI OR and SI wi l l par t i c i pat e i n weekl y QC meet i ngs.

( 8) I ndi cat e how Speci al I nspect i ons of shop f abr i cat ed i t ems wi l l be handl ed when t he f abr i cat or ' s shop i s not cer t i f i ed i n accor dance wi t h par agr aph FABRI CATOR SPECI AL I NSPECTI ONS.

( 9) I ncl ude a sect i on i n t he manual t hat cover s each speci f i c i t em r equi r i ng Speci al I nspect i ons t hat i s i ndi cat ed on t he Schedul e of Speci al I nspect i ons. Pr ovi de names and qual i f i cat i ons of each speci al i nspect or who wi l l be per f or mi ng t he Speci al I nspect i ons f or each speci f i c i t em. Pr ovi de det ai l on how t he Speci al I nspect i ons ar e t o be car r i ed out f or each i t em so t hat t he

SECTI ON 01 45 35 Page 6 expect at i ons ar e c l ear f or t he Gener al Cont r act or and t he Subcont r act or per f or mi ng t he wor k.

Make a copy of t he Speci al I nspect i ons Pr oj ect Manual avai l abl e on t he j ob s i t e dur i ng const r uct i on. Submi t a copy of t he Speci al I nspect i ons Pr oj ect Manual f or appr oval .

i . At t end coor di nat i on and mut ual under st andi ng meet i ng wher e t he i nf or mat i on i n t he Speci al I nspect i ons Pr oj ect Manual wi l l be r evi ewed t o ver i f y t hat al l par t i es have a c l ear under st andi ng of t he Speci al I nspect i ons pr ovi s i ons and t he i ndi v i dual dut i es and r esponsi bi l i t i es of each par t y.

j . Mai nt ai n a 3- r i ng bi nder f or t he Speci al I nspect or ' s dai l y and bi weekl y r epor t s and t he Speci al I nspect i ons Pr oj ect Manual . Thi s f i l e must be l ocat ed i n a conspi cuous pl ace i n t he pr oj ect t r ai l er / of f i ce t o al l ow r evi ew by t he Cont r act i ng Of f i cer and t he SER.

k. Submi t a copy of t he Speci al I nspect or ' s dai l y r epor t s t o t he QC Manager .

l . Di scr epanci es t hat ar e obser ved dur i ng Speci al I nspect i ons must be r epor t ed t o t he QC Manager f or cor r ect i on. I f di scr epanci es ar e not cor r ect ed bef or e t he speci al i nspect or l eaves t he si t e t he obser ved di scr epanci es must be document ed i n t he dai l y r epor t .

m. Submi t a bi weekl y Speci al I nspect i ons r epor t unt i l al l wor k r equi r i ng Speci al I nspect i ons i s compl et e. A r epor t i s r equi r ed f or each bi weekl y per i od i n whi ch Speci al I nspect i ons act i v i t y occur s, and must i ncl ude t he f ol l owi ng:

( 1) A br i ef summar y of t he wor k per f or med dur i ng t he r epor t i ng t i me f r ame.

( 2) Changes and di scr epanci es wi t h t he dr awi ngs, speci f i cat i ons t hat wer e obser ved dur i ng t he r epor t i ng per i od.

( 3) Di scr epanci es whi ch wer e r esol ved or cor r ect ed.

( 4) A l i s t of nonconf or mi ng i t ems r equi r i ng r esol ut i on.

( 5) Al l appl i cabl e t est r esul t s i ncl udi ng nondest r uct i ve t est i ng r epor t s.

n. At t he compl et i on of each Def i nabl e Feat ur e of Wor k ( DFOW) r equi r i ng Speci al I nspect i ons, submi t an i nt er i m r epor t t hat document s t he Speci al I nspect i ons compl et ed f or t hat DFOW i ncl udi ng cor r ect i ons of al l di scr epanci es not ed i n t he dai l y r epor t s. I nt er i m r epor t s of Speci al I nspect i ons must be si gned and dat ed by t he SI OR.

o. At t he compl et i on of t he pr oj ect submi t a compr ehensi ve f i nal r epor t of Speci al I nspect i ons t hat document s t he Speci al I nspect i ons compl et ed f or t he pr oj ect i ncl udi ng cor r ect i ons of al l di scr epanci es not ed i n t he dai l y r epor t s. The compr ehensi ve f i nal r epor t of Speci al I nspect i ons must be si gned, dat ed and bear t he seal of t he SI OR.

3. 1. 2 Qual i t y Cont r ol Manager

a. Mai nt ai n a r ewor k i t ems l i s t t hat i ncl udes di scr epanci es not ed on t he

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Speci al I nspect or s dai l y r epor t .

3. 1. 3 Speci al I nspect or s

a. I nspect al l el ement s of t he pr oj ect f or whi ch t he speci al i nspect or i s qual i f i ed t o i nspect and ar e i dent i f i ed i n t he Schedul e of Speci al I nspect i ons.

b. At t end pr epar at or y phase meet i ngs r el at ed t o t he Def i nabl e Feat ur e of Wor k ( DFOW) f or whi ch t he speci al i nspect or i s qual i f i ed t o i nspect .

c. Submi t dai l y r epor t s t o t he SI OR.

3. 1. 4 St r uct ur al Engi neer of Recor d ( SER)

a. Devel op t he St at ement of Speci al I nspect i ons and t he Schedul e of Speci al I nspect i ons as def i ned i n Chapt er 17 of I CC I BC. Submi t t he St at ement of Speci al I nspect i ons and t he Schedul e of Speci al I nspect i ons f or appr oval by t he Cont r act i ng Of f i cer .

The St at ement of Speci al I nspect i on must i ncl ude t he f ol l owi ng i nf or mat i on:

( 1) Li st of Ar chi t ect ur al Desi gnat ed Sei smi c Syst ems.

( 2) Li st of Mechani cal Desi gnat ed Sei smi c Syst ems.

( 3) Li st of t he El ect r i cal Desi gnat ed Sei smi c Syst ems.

( 4) Def i ne t he per i odi c wal k- down i nspect i ons r equi r ed by UFC 3- 301- 01.

( 5) Li st of el ement s t hat ar e par t of t he pr ogr essi ve col l apse r esi st ance syst em.

Devel op Schedul e of Speci al I nspect i on usi ng t he t empl at e l ocat ed on t he Whol e Bui l di ng Desi gn Gui de websi t e at : www. wbdg. or g/ f f c/ dod/ uni f i ed- f aci l i t i es- gui de- speci f i cat i ons- uf gs/ uf gs- 01- 45- 35

b. Pr i or t o t he st ar t of st r uct ur al obser vat i ons submi t a wr i t t en st at ement i dent i f y i ng t he f r equency and del i neat i on wi nd/ sei smi c f or ce r esi st i ng syst em r equi r i ng st r uct ur al obser vat i ons.

3. 2 DEFECTI VE WORK

Check wor k as i t pr ogr esses, but f ai l ur e t o det ect any def ect i ve wor k or mat er i al s must i n no way pr event l at er r ej ect i on i f def ect i ve wor k or mat er i al s ar e di scover ed, nor obl i gat e t he Cont r act i ng Of f i cer t o accept such wor k.

- - End of Sect i on - -

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CAST- I N- PLACE CONCRETE

PART 1 GENERAL

1. 1 REFERENCES

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

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

ACI 302. 1R ( 2015) Gui de f or Concr et e Fl oor and Sl ab Const r uct i on

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 Concr et i ng

ACI 305R ( 2020) 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 SP- 2 ( 2007; Abst r act : 10t h Edi t i on) ACI Manual of Concr et e I nspect i on

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

AMERI CAN HARDBOARD ASSOCI ATI ON ( AHA)

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

SECTI ON 03 30 00 Page 1

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 ci ng St eel

ASTM I NTERNATI ONAL ( ASTM)

ASTM A615/ A615M ( 2022) 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 Rei nf or cement

ASTM A934/ A934M ( 2022) 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 ci ng Bar s

ASTM C31/ C31M ( 2022) 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 C33/ C33M ( 2018) St andar d Speci f i cat i on f or Concr et e Aggr egat es

ASTM C39/ C39M ( 2021) 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 ( 2020) 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 C78/ C78M ( 2022) 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 C94/ C94M ( 2022a) St andar d Speci f i cat i on f or Ready- Mi xed Concr et e

ASTM C136/ C136M ( 2019) St andar d Test Met hod f or Si eve Anal ysi s of Fi ne and Coar se Aggr egat es

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 ( 2020) St andar d Test Met hod f or Sl ump of Hydr aul i c- Cement Concr et e

ASTM C150/ C150M ( 2022) St andar d Speci f i cat i on f or Por t l and Cement

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 C231/ C231M ( 2022) 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

SECTI ON 03 30 00 Page 2

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 C311/ C311M ( 2022) 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 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 Concr et e

ASTM C494/ C494M ( 2019; E 2022) St andar d Speci f i cat i on f or Chemi cal Admi xt ur es f or Concr et e

ASTM C567/ C567M ( 2019) Det er mi ni ng Densi t y of St r uct ur al Li ght wei ght Concr et e

ASTM C618 ( 2023) 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 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 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 C989/ C989M ( 2022) 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 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 ( 2019) 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 ( 2020) 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 C1218/ C1218M ( 2020c) St andar d Test Met hod f or Wat er - Sol ubl e Chl or i de i n Mor t ar and Concr et e

ASTM C1240 ( 2020) 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

SECTI ON 03 30 00 Page 3

ASTM C1260 ( 2021) 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 C1567 ( 2022) 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 ( Accel er at ed Mor t ar - Bar Met hod)

ASTM C1602/ C1602M ( 2022) 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 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 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 D5759 ( 2012; R 2020) 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 E96/ E96M ( 2022a; E 2023) St andar d Test Met hods f or Gr avi met r i c Det er mi nat i on of Wat er Vapor Tr ansmi ssi on Rat e of Mat er i al s

ASTM E329 ( 2021) 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 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

SECTI ON 03 30 00 Page 4

CONCRETE REI NFORCI NG STEEL I NSTI TUTE ( CRSI )

CRSI 10MSP ( 2018) Manual of St andar d Pr act i ce

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

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

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

COE CRD- C 104 ( 1980) Met hod of Cal cul at i on of t he Fi neness Modul us of Aggr egat e

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

LEED NC ( 2013) 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 DEFI NI TI ONS

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 si 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 cr i t er i a.

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 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 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

SECTI ON 03 30 00 Page 5 concr et e.

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 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 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" or " S" c l assi f i cat i on. Submi t t al s not havi ng a " G" or " S" c l assi f i cat i on ar e f or i nf or mat i on onl y. When used, a code f ol l owi ng t he " G" c l assi f i cat 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 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

SD- 02 Shop Dr awi ngs

Rei nf or ci ng St eel ; G

SD- 03 Pr oduct Dat a

Joi nt Seal ant s; ( 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)

Admi xt ur es

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

SECTI ON 03 30 00 Page 6

Bi odegr adabl e For m Rel ease Agent

Nonshr i nk Gr out

SD- 05 Desi gn Dat a

Concr et e Mi x Desi gn; G

SD- 06 Test Repor t s

Concr et e Mi x Desi gn; G

Fl y Ash

Pozzol an

Sl ag Cement

Aggr egat es

Compr essi ve St r engt h Test s; G

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

Ai r Cont ent

Sl ump Test s

Wat er

SD- 07 Cer t i f i cat es

Rei nf or ci ng Bar s

Wel der Qual i f i cat i ons

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

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

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 , " 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

Fol l ow 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

SECTI ON 03 30 00 Page 7 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. Do not st or e concr et e cur i ng compounds or seal er s i n occupi ed spaces.

1. 5. 1 Rei nf or cement

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. 6 QUALI TY ASSURANCE

1. 6. 1 Desi gn Dat a

1. 6. 1. 1 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 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 si eve, and a gr aph of per cent age r et ai ned ver ses si eve si 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.

Requi r ed aver age st r engt h can be document ed by f i el d exper i ence i f f i el d st r engt h t est dat a ar e avai l abl e and r epr esent a s i ngl e gr oup of at l east 10 consecut i ve st r engt h t est s f or one mi xt ur e, usi ng mat er i al s and condi t i ons s i mi l ar t o t hose expect ed f or wor k, and encompassi ng a per i od of not l ess t han 45 days. The aver age of f i el d st r engt h t est s shal l equal or exceed f cr ' . Changes i n mat er i al s, condi t i ons, and pr opor t i ons wi t hi n t he t est r ecor d shal l not have been mor e cl osel y r est r i ct ed t han t hose f or t he pr oposed wor k. Test r ecor ds shal l not be mor e t han 24 mont hs ol d.

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 pl acement .

1. 6. 2 Shop Dr awi ngs

1. 6. 2. 1 Rei nf or ci 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 ci 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 ci ng bar s. Repr oduct i ons of cont r act dr awi ngs ar e unaccept abl e.

SECTI ON 03 30 00 Page 8

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 si 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.

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

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. 4 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. 5 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.

1. 6. 4. 3 Aggr egat es

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. 5 Qual i t y Cont r ol Pl an

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

SECTI ON 03 30 00 Page 9

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. 6 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 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 Cont r act or .

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. 6. 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. 6. 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 concr et e.

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 ci 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. 7 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. 8 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 . The l abor at or i es per f or mi ng t he t est s must be accr edi t ed i n accor dance wi t h ASTM C1077, i ncl udi ng ASTM C78/ C78M and

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ASTM C1260. The accr edi t at i on must be cur r ent and must i ncl ude t he r equi r ed t est met hods, as speci f i ed. Fur t her mor e, t he t est i ng must compl y wi t h t he f ol l owi ng r equi r ement s:

a. Aggr egat e Test i ng and Mi x Pr opor t i oni ng: Aggr egat e t est i ng and mi xt ur e pr opor t i oni ng st udi es must be per f or med by an accr edi t ed l abor at or y and under t he di r ect i on of a r egi st er ed pr of essi onal engi neer i n a U. S. st at e or t er r i t or y compet ent i n concr et e mat er i al s and must s i gn al l r epor t s and desi gns.

b. Accept ance Test i ng: Fur ni sh al l mat er i al s, l abor , and f aci l i t i es r equi r ed f or mol di ng, cur i ng, t est i ng, and pr ot ect i ng t est speci mens at t he s i t e and i n t he l abor at or y. Fur ni sh and mai nt ai n boxes or ot her f aci l i t i es sui t abl e f or st or i ng and cur i ng t he speci mens at t he s i t e whi l e i n t he mol d wi t hi n t he t emper at ur e r ange st i pul at ed by

ASTM C31/ C31M.

c. Cont r act or Qual i t y Cont r ol : Al l sampl i ng and t est i ng must be per f or med by an appr oved, onsi t e, i ndependent , accr edi t ed l abor at or y.

1. 7 ENVI RONMENTAL REQUI REMENTS

Pr ovi de space vent i l at i on accor di ng t o mat er i al manuf act ur er r ecommendat i ons, at a mi ni mum, dur i ng and f ol l owi ng i nst al l at i on of concr et e cur i ng compound and seal er . Mai nt ai n one of t he f ol l owi ng vent i l at i on condi t i ons dur i ng t he cur i ng per i od or f or 72 hour s af t er i nst al l at i on:

a. Suppl y 100 per cent out si de ai r 24 hour s a day.

b. Suppl y ai r f l ow at a r at e of 6 ai r changes per hour , when out si de t emper at ur es ar e bet ween 55 degr ees F and 84 degr ees F and humi di t y i s bet ween 30 per cent and 60 per cent .

c. Suppl y ai r f l ow at a r at e of 1. 5 ai r changes per hour , when out si de ai r condi t i ons ar e not wi t hi n t he r ange st i pul at ed above.

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

a. Pr ovi de dat a i ndi cat i on t he per cent age of post - i ndust r i al pozzol an ( f l y ash, s l ag cement ) cement subst i t ut i on as a per cent age of t he f ul l pr oduct composi t e by wei ght .

b. Pr ovi de dat a i ndi cat i ng t he per cent age of post - i ndust r i al and post - consumer r ecycl ed cont ent aggr egat e.

c. Pr ovi de pr oduct dat a i ndi cat i ng t he per cent age of post - consumer r ecycl ed st eel cont ent i n each t ype of st eel r ei nf or cement as a per cent age of t he f ul l pr oduct composi t e by wei ght .

d. Pr ovi de pr oduct dat a st at i ng t he l ocat i on wher e al l pr oduct s wer e manuf act ur ed

e. For pr oj ect s usi ng FSC cer t i f i ed f or mwor k, pr ovi de chai n- of - cust ody document at i on f or al l cer t i f i ed wood pr oduct s.

f . For pr oj ect s usi ng r eusabl e f or mwor k, pr ovi de dat a showi ng how f or mwor k i s r eused.

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g. Pr ovi de SDS pr oduct i nf or mat i on dat a showi ng t hat f or m r el ease agent s meet any envi r onment al per f or mance goal s such as usi ng veget abl e and soy based pr oduct s.

h. Pr ovi de SDS pr oduct i nf or mat i on dat a showi ng t hat concr et e adhesi ves meet any envi r onment al per f or mance goal s i ncl udi ng l ow emi t t i ng, l ow vol at i l e or gani c compound pr oduct s.

1. 8 SUSTAI NABLE DESI GN REQUI REMENTS

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

Submi t document at i on i ndi cat i ng di st ance bet ween manuf act ur i ng f aci l i t y and t he pr oj ect s i t e. I ndi cat e di st ance of r aw mat er i al or i gi n f r om t he pr oj ect s i t e. I ndi cat e r el at i ve dol l ar val ue of l ocal / r egi onal mat er i al s t o t ot al dol l ar val ue of pr oduct s i ncl uded i n pr oj ect .

1. 9 QUALI FI CATI ONS FOR WELDI NG WORK

Wel di ng pr ocedur es must be i n accor dance wi t h AWS D1. 4/ D1. 4M.

Ver i f y t hat Wel der qual i f i cat i ons ar e i n accor dance wi t h AWS D1. 4/ D1. 4M f or wel di ng of r ei nf or cement or under an equi val ent qual i f i cat i on t est appr oved i n advance. Wel der s ar e per mi t t ed t o do onl y t he t ype of wel di ng f or whi ch each i s speci f i cal l y qual i f i ed.

PART 2 PRODUCTS

2. 1 FORMWORK MATERI ALS

a. For m- f aci ng mat er i al i n cont act wi t h concr et e must be pl ywood, t emper ed concr et e- f or m- gr ade har dboar d, met al , pl ast i c, . Submi t pr oduct i nf or mat i on on pr oposed f or m- f aci ng mat er i al s i f di f f er ent f r om t hat speci f i ed her ei n.

b. Desi gn f or mwor k, shor es, r eshor es, and backshor es t o suppor t l oads t r ansmi t t ed t o t hem and t o compl y wi t h appl i cabl e bui l di ng code r equi r ement s.

c. Desi gn f or mwor k and shor i ng f or l oad r edi st r i but i on r esul t i ng f r om st r essi ng of post - t ensi oned r ei nf or cement . Ensur e t hat f or mwor k al l ows movement r esul t i ng f r om appl i cat i on of pr est r essi ng f or ce.

d. Desi gn f or mwor k t o wi t hst and pr essur e r esul t i ng f r om pl acement and vi br at i on of concr et e and t o mai nt ai n speci f i ed t ol er ances.

e. Desi gn f or mwor k t o accommodat e wat er st op mat er i al s i n j oi nt s at l ocat i ons i ndi cat ed i n Cont r act Document s.

f . Pr ovi de t empor ar y openi ngs i n f or mwor k i f needed t o f aci l i t at e c l eani ng and i nspect i on.

g. Desi gn f or mwor k j oi nt s t o i nhi bi t l eakage of mor t ar .

h. Li mi t def l ect i on of f aci ng mat er i al s f or concr et e sur f aces exposed t o v i ew t o 1/ 240 of cent er - t o- cent er spaci ng of f aci ng suppor t s.

i . Do not use ear t h cut s as f or ms f or ver t i cal or s l opi ng sur f aces.

SECTI ON 03 30 00 Page 12 j . Submi t pr oduct i nf or mat i on on pr oposed f or m- f aci ng mat er i al s i f di f f er ent f r om t hat speci f i ed her ei n.

k. Submi t manuf act ur er ' s pr oduct dat a on f or m l i ner pr oposed f or use wi t h each f or med sur f ace.

2. 1. 1 Wood For ms

Pr ovi de pl ywood t hat compl i es wi t h NI ST PS 1, B- B concr et e f or m panel s or bet t er or AHA A135. 4, har dboar d f or smoot h f or m l i ni ng. Submi t dat a ver i f y i ng t hat composi t e wood pr oduct s cont ai n no ur ea f or mal dehyde r esi ns.

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

Pr ovi de pl ywood t hat conf or ms t o NI ST PS 1, B- B, concr et e f or m, not l ess t han 5/ 8- i nch t hi ck.

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

Pr ovi de pl ywood t hat conf or ms t o NI ST PS 1, B- B, hi gh densi t y f or m over l ay, not l ess t han 5/ 8- i nch t hi ck.

2. 1. 2 Pl ast i c For ms

Pl ast i c l umber as speci f i ed. Pr ovi de pl ast i c f or ms t hat cont ai n a mi ni mum of 50 per cent post - consumer r ecycl ed cont ent , or a mi ni mum of 50 per cent post - i ndust r i al r ecycl ed cont ent .

2. 1. 3 St eel For ms

Pr ovi de st eel f or m sur f aces t hat do not cont ai n i r r egul ar i t i es, dent s, or sags.

2. 2 FORMWORK ACCESSORI ES

a. Use commer ci al l y manuf act ur ed f or mwor k accessor i es, i ncl udi ng t i es and hanger s.

b. For m t i es and accessor i es must not r educe t he ef f ect i ve cover of t he r ei nf or cement .

2. 2. 1 For m Ti es

a. Use f or m t i es wi t h ends or end f ast ener s t hat can be r emoved wi t hout damage t o concr et e.

b. Wher e i ndi cat ed i n Cont r act Document s, use f or m t i es wi t h i nt egr al wat er bar r i er pl at es or ot her accept abl e posi t i ve wat er bar r i er s…