XGFG182006 Construct Alert GOV Shelters - SPECIFICATIONS (2 of 2).pdf

RTA Submission

Volume 3 – CD Specifications (2 of 2)

Construct Alert GOV Parking Shelters

Wisconsin Air National Guard 115th Fighter Wing Dane County Regional Airport

Truax Field Air National Guard Base

Madison, WI

NGB Contract: W9133L-16-D-0005

Task Order: W50S9F-20-F-0002

WI ANG PN: XGFG182006

June 15, 2026

ANG/WI – Construct Alert GOV Parking Shelters 20203324F35ALERT RTA Submission 15 June 2026

SEALS PAGE Page 1

SEALS PAGE

DESIGN PROFESSIONALS OF RECORD (DPOR)

A. Architect:

1. Jason Holuby, AIA, LEED AP BD+C

2. Responsible for Division 01 (Portion of Specification 01 57 19), U.N.O Herein; Divisions 06, 07, 08, 09, and 10; and

Specification 02 41 00

3. E-mail: jholuby@fsb-ae.com

4. Ph: 405.840.2931

B. Civil:

1. Lindsay Hausman, P.E.

2. Responsible for Divisions 31, 32, and 33

3. E-mail: lhausman@hanson-inc.com

4. Ph: 217.747.9314

C. Structural:

1. Gene Brown, P.E., LEED AP

2. Responsible for Divisions 03, 04 and 05

3. E-mail: gbrown@fsb-ae.com

D. Electrical:

1. John T. Little, P.E.

2. Responsible for Division 26

3. E-mail: jlittle@fsb-ae.com

W

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

OKLAHOMA CITY

OK

W

IS C O NS IN

P R

O F

E

S S I O N A L

E N G

I N E

E R

GENE O.

BROWN

E-47748

OKLAHOMA CITY

OK

W

IS C O NS IN

P R

O F

E

S S I O N A L

E N G

I N E

E R

JOHN T

LITTLE

E-47833

EDMOND

OK

mailto:jholuby@fsb-ae.com mailto:lhausman@hanson-inc.com mailto:gbrown@fsb-ae.com mailto:jlittle@fsb-ae.com

Estrada, Oscar A.

Text Box 15 June 2026

ANG/ WI - Const r uct Al er t GOV Par ki ng Shel t er s 20203324F35ALERT RTA Submi ssi on 15 June 2026

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRI CTI ONS

01 20 00 PRI CE AND PAYMENT PROCEDURES

01 30 00 ADMI NI STRATI VE REQUI REMENTS

01 32 01. 00 10 PROJECT SCHEDULE

01 33 00 SUBMI TTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00. 00 10 QUALI TY CONTROL

01 50 00 TEMPORARY CONSTRUCTI ON FACI LI TI ES AND CONTROLS

01 57 19 TEMPORARY ENVI RONMENTAL CONTROLS

01 74 19 CONSTRUCTI ON WASTE MANAGEMENT AND DI SPOSAL

01 78 00 CLOSEOUT SUBMI TTALS

01 78 23 OPERATI ON AND MAI NTENANCE DATA

01 91 00. 15 10 TOTAL BUI LDI NG COMMI SSI ONI NG

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLI TI ON AND DECONSTRUCTI ON

02 61 13 EXCAVATI ON AND HANDLI NG OF CONTAMI NATED MATERI AL

02 81 00 TRANSPORTATI ON AND DI SPOSAL OF HAZARDOUS MATERI ALS

02 84 16 HANDLI NG OF LI GHTI NG BALLASTS AND LAMPS CONTAI NI NG PCBs

AND MERCURY

02 84 33 REMOVAL AND DI SPOSAL OF POLYCHLORI NATED BI PHENYLS ( PCBs)

DI VI SI ON 03 - CONCRETE

03 30 00 CAST- I N- PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNI T MASONRY

DI VI SI ON 05 - METALS

05 30 00 STEEL DECKS

05 40 00 COLD- FORMED METAL FRAMI NG

05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 21 16 MI NERAL FI BER BLANKET I NSULATI ON

07 22 00 ROOF AND DECK I NSULATI ON

07 42 13 METAL WALL PANELS

07 42 63 FABRI CATED WALL PANEL ASSEMBLI ES

07 60 00 FLASHI NG AND SHEET METAL

07 61 14. 00 20 STEEL STANDI NG SEAM ROOFI NG

07 92 00 JOI NT SEALANTS

DI VI SI ON 08 - OPENI NGS

PROJECT TABLE OF CONTENTS Page 1

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COI LI NG DOORS

08 71 00 DOOR HARDWARE

DI VI SI ON 09 - FI NI SHES

09 06 00 SCHEDULES FOR FI NI SHES

09 90 00 PAI NTS AND COATI NGS

DI VI SI ON 10 - SPECI ALTI ES

10 53 00 MANUFACTURED CANOPY

DI VI SI ON 26 - ELECTRI CAL

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

26 05 26. 00 40 GROUNDI NG AND BONDI NG FOR ELECTRI CAL SYSTEMS

26 05 73. 19 ARC FLASH HAZARD ANALYSI S

26 20 00 I NTERI OR DI STRI BUTI ON SYSTEM

26 28 01. 00 10 COORDI NATED POWER SYSTEM PROTECTI ON

26 51 00 I NTERI OR LI GHTI NG

26 56 00 EXTERI OR LI GHTI NG

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 20 BASE COURSE FOR SI DEWALK AND SUBBASES FOR FLEXI BLE PAVI NG

32 12 13 BI TUMI NOUS TACK AND PRI ME COATS

32 12 16. 16 ROAD- MI X ASPHALT PAVI NG

32 16 19 CONCRETE CURBS, GUTTERS AND SI DEWALKS

32 17 23 PAVEMENT MARKI NGS

32 92 19 SEEDI NG

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORM DRAI NAGE UTI LI TI ES

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

PROJECT TABLE OF CONTENTS Page 2

SECTI ON 03 30 00

CAST- I N- PLACE CONCRETE

02/ 19, CHG 3: 11/ 21

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

ASTM I NTERNATI ONAL ( ASTM)

ASTM A53/ A53M ( 2020) 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 ( 2020) 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 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 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 Concr et e

ASTM C31/ C31M ( 2021a) 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 ( 2021) 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 ( 2021b) 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 ( 2021) 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

SECTI ON 03 30 00 Page 2

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

ASTM C595/ C595M ( 2021) 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 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 ( 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 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 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 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 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 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

SECTI ON 03 30 00 Page 3

Due t o Al kal i - Si l i ca React i on

ASTM C1567 ( 2021) 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 ( 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 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 D412 ( 2016) St andar d Test Met hods f or 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 D1751 ( 2018) 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 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 ( 2016) St andar d Test Met hods f or Wat er Vapor Tr ansmi ssi on 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 E1155 ( 2020) 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

SECTI ON 03 30 00 Page 4

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 2020) 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

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

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

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, and sl ag cement .

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 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 .

SECTI ON 03 30 00 Page 5

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 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 Cont r act or Qual i t y Cont r ol appr oval . 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

SD- 02 Shop Dr awi ngs

For mwor k

Rei nf or ci ng St eel ; G

Const r uct i on Joi nt Pl an; G

SD- 03 Pr oduct Dat a

Joi nt Seal ant s; S

Joi nt Fi l l er ; S

SECTI ON 03 30 00 Page 6

For mwor k Mat er i al s

Recycl ed Aggr egat e Mat er i al s; S

Cement i t i ous Mat er i al s; S

Vapor Ret ar der G

Concr et e Cur i ng Mat er i al s

Rei nf or cement ; S

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

Admi xt ur es

Rei nf or ci ng Fi ber s

Wat er st ops

Local / Regi onal Mat er i al s; S

Bi odegr adabl e For m Rel ease Agent

Pumpi ng Concr et e

Nonshr i nk Gr out

Bi obased Mat er i al s

SD- 05 Desi gn Dat a

Concr et e Mi x Desi gn; G

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

Pozzol an

Sl ag Cement

Aggr egat es

Tol er ance Repor t

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

Ai r Cont ent

Sl ump Test s

SECTI ON 03 30 00 Page 7

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

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

Joi nt Seal ant s; S

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 , 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 acoust i cal cei l i ngs, car pet , t ext i l es, and unpr i med gypsum wal l boar d. 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

SECTI ON 03 30 00 Page 8 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.

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 pl acement .

1. 6. 2 Shop Dr awi ngs

1. 6. 2. 1 For mwor k

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 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.

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 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 .

SECTI ON 03 30 00 Page 9

1. 6. 3. 4 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 Fi el d Sampl es

1. 6. 6 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 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 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. 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

SECTI ON 03 30 00 Page 10 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 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. 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 . 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 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, 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

SECTI ON 03 30 00 Page 11 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 r eusabl e f or mwor k, pr ovi de dat a showi ng how f or mwor k i s r eused.

f . 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.

g. 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 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 l umber , pl ywood, t emper ed concr et e- f or m- gr ade har dboar d, met al , or 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.

SECTI ON 03 30 00 Page 12

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 . 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.

2. 1. 1 Wood For ms

Use l umber as speci f i ed i n Sect i on 06 10 00 ROUGH CARPENTRY and as f ol l ows. Pr ovi de l umber t hat i s squar e edged or t ongue- and- gr oove boar ds, f r ee of r ai sed gr ai n, knot hol es, or ot her sur f ace def ect s. 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 i n Sect i on 06 10 00 ROUGH CARPENTRY. 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.

SECTI ON 03 30 00 Page 13

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 i n wal l s.

c. The br eakback di st ance f or f er r ous t i es must be at l east 2 i n. f or Sur f ace Fi ni sh- 2. 0 or Sur f ace Fi ni sh- 3. 0, as def i ned i n ACI 301.

d. Submi t manuf act ur er ' s dat a sheet on f or m t i es.

2. 2. 2 Wat er st ops

Submi t manuf act ur er ' s dat a sheet on wat er st op mat er i al s and spl i ces.

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

Pol yvi nyl chl or i de wat er st ops must conf or m t o COE CRD- C 572.

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

Rubber wat er st ops must conf or m t o COE CRD- C 513.

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

Ther mopl ast i c el ast omer i c r ubber wat er st ops must conf or m t o ASTM D471.

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

Swel l abl e st r i p t ype compound of pol ymer modi f i ed chl or opr ene r ubber t hat swel l s upon cont act wi t h wat er must conf or m t o t he f ol l owi ng r equi r ement s when t est ed i n accor dance t o ASTM D412: Tensi l e st r engt h 420 psi mi ni mum;

ul t i mat e el ongat i on 600 per cent mi ni mum. Har dness must be 50 mi ni mum on t he t ype A dur omet er and t he vol umet r i c expansi on r at i o i n di st i l l ed wat er at 70 degr ees F must be 3 t o 1 mi ni mum.

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

a. Pr ovi de f or m r el ease agent t hat i s col or l ess, bi odegr adabl e, and wat er - based, wi t h a l ow ( maxi mum of 55 gr ams/ l i t er ( g/ l ) ) or zer o VOC cont ent .

b. Pr ovi de pr oduct t hat does not bond wi t h, st ai n, or adver sel y af f ect concr et e sur f aces and does not i mpai r subsequent t r eat ment s of concr et e sur f aces.

c. Pr ovi de f or m r el ease agent t hat r educes f or mwor k moi st ur e absor pt i on, and does not cont ai n di esel f uel , pet r ol eum- based l ubr i cat i ng oi l s, waxes, or ker osene. Submi t document at i on i ndi cat i ng t ype of bi obased mat er i al i n pr oduct and bi obased cont ent . I ndi cat e r el at i ve dol l ar val ue of bi obased cont ent pr oduct s t o t ot al dol l ar val ue of pr oduct s i ncl uded i n pr oj ect .

SECTI ON 03 30 00 Page 14

d. Submi t manuf act ur er ' s pr oduct dat a on f or mwor k r el ease agent f or use on each f or m- f aci ng mat er i al .

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

Use l umber mat er i al s wi t h di mensi ons of 3/ 4 x 3/ 4 i n.

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

a. Submi t const r uct i on j oi nt pl an showi ng det ai l s and l ocat i ons of const r uct i on j oi nt s i n accor dance wi t h t he r equi r ement s her ei n.

b. Locat e const r uct i on j oi nt s wi t hi n mi ddl e one- t hi r d of spans of s l abs, beams, and gi r der s. I f a beam i nt er sect s a gi r der wi t hi n t he mi ddl e one- t hi r d of gi r der span, t he di st ance bet ween t he const r uct i on j oi nt i n t he gi r der and t he edge of t he beam must be at l east t wi ce t he wi dt h of t he l ar ger member .

c. Locat e const r uct i on j oi nt s i n wal l s and col umns at under si de of s l abs, beams, or gi r der s and at t ops of f oot i ngs or s l abs.

d. Make const r uct i on j oi nt s per pendi cul ar t o mai n r ei nf or cement .

e. Pr ovi de movement j oi nt s wher e i ndi cat ed i n Cont r act Document s or i n accept ed al t er nat e l ocat i ons.

f . Submi t l ocat i on and det ai l of movement j oi nt s i f di f f er ent f r om t hose i ndi cat ed i n Cont r act Document s.

g. Submi t manuf act ur er ' s dat a sheet on expansi on j oi nt mat er i al s.

h. Pr ovi de keyways wher e i ndi cat ed i n Cont r act Document s. Longi t udi nal keyways i ndi cat ed i n Cont r act Document s must be at l east 1- 1/ 2 i n.

deep, measur ed per pendi cul ar t o t he pl ane of t he j oi nt .

2. 2. 6 Ot her Embedded i t ems

Use sl eeves, i nser t s, anchor s, and ot her embedded i t ems of mat er i al and desi gn i ndi cat ed i n Cont r act Document s.

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

a. Unl ess ot her wi se speci f i ed, pr ovi de cement t hat conf or ms t o ASTM C150/ C150M Type I I .

b. Use one br and and t ype of cement f or f or med concr et e havi ng exposed- t o- vi ew f i ni shed sur f aces.

c. For por t l and cement manuf act ur ed i n a k i l n f uel ed by hazar dous wast e, mai nt ai n a r ecor d of sour ce f or each bat ch. Suppl i er must cer t i f y t hat no hazar dous wast e i s used i n t he f uel mi x or r aw mat er i al s.

d. Submi t i nf or mat i on al ong wi t h evi dence demonst r at i ng compl i ance wi t h r ef er enced st andar ds. Submi t t al s must i ncl ude t ypes of cement i t i ous

SECTI ON 03 30 00 Page 15 mat er i al s, manuf act ur i ng l ocat i ons, shi ppi ng l ocat i ons, and cer t i f i cat es showi ng compl i ance.

e. Cement i t i ous mat er i al s must be st or ed and kept dr y and f r ee f r om cont ami nant s.

2. 3. 1. 2 Bl ended Cement s

a. Bl ended cement s must conf or m t o ASTM C595/ C595M Type I P or I S. Type 1L meet i ng ASTM C595 i s an accept abl e subt i t ut e.

b. Sl ag cement added t o t he Type I S bl end must meet ASTM C989/ C989M.

c. The pozzol an added t o t he Type I S bl end must meet ASTM C618 Cl ass F and must be i nt er gr ound wi t h t he cement c l i nker . The manuf act ur er must st at e i n wr i t i ng t hat t he amount of pozzol an i n t he f i ni shed cement wi l l not var y mor e t han pl us or mi nus 5 mass per cent of t he f i ni shed cement f r om l ot - t o- l ot or wi t hi n a l ot . The per cent age and t ype of pozzol an used i n t he bl end must not change f r om t hat submi t t ed f or t he aggr egat e eval uat i on and mi xt ur e pr opor t i oni ng.

2. 3. 2 Wat er

a. Wat er or i ce must compl y wi t h t he r equi r ement s of ASTM C1602/ C1602M.

b. Mi ni mi ze t he amount of wat er i n t he mi x. I mpr ove wor kabi l i t y by adj ust i ng t he gr adi ng of t he aggr egat e and usi ng admi xt ur e r at her t han by addi ng wat er .

c. Wat er must be pot abl e, f r om r ai nwat er col l ect i on, f r om gr aywat er , or f r om r ecycl ed wat er ; f r ee f r om i nj ur i ous amount s of oi l s , aci ds, al kal i s, sal t s, or gani c mat er i al s, or ot her subst ances del et er i ous t o concr et e.

d. Pr ot ect mi xi ng wat er and i ce f r om cont ami nat i on dur i ng st or age and del i ver y.

e. Submi t t est r epor t showi ng wat er compl i es wi t h ASTM C1602/ C1602M.

f . When nonpot abl e sour ce i s pr oposed f or use, submi t document at i on on ef f ect s of wat er on st r engt h and set t i ng t i me i n compl i ance wi t h

ASTM C1602/ C1602M.

2. 3. 3 Aggr egat e

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

a. Aggr egat es must conf or m t o ASTM C33/ C33M unl ess ot her wi se speci f i ed i n t he Cont r act Document s or appr oved by t he cont r act i ng of f i cer .

b. Aggr egat es used i n concr et e must be obt ai ned f r om t he same sour ces and have t he same si ze r ange as aggr egat es used i n concr et e r epr esent ed by submi t t ed f i el d t est r ecor ds or used i n t r i al mi xt ur es.

c. St or e and handl e aggr egat e i n a manner t hat wi l l avoi d segr egat i on and pr event s cont ami nat i on by ot her mat er i al s or ot her s i zes of aggr egat es. St or e aggr egat es i n l ocat i ons t hat wi l l per mi t t hem t o dr ai n f r eel y. Do not use aggr egat es t hat cont ai n f r ozen l umps.

SECTI ON 03 30 00 Page 16

d. Submi t t ypes, pi t or quar r y l ocat i ons, pr oducer s ' names, aggr egat e suppl i er st at ement of compl i ance wi t h ASTM C33/ C33M, and ASTM C1293 expansi on dat a not mor e t han 18 mont hs ol d. Aggr egat es t hat compl y wi t h t he Wi sDOT st andar ds and r equi r ement s f or expansi on ar e accept abl e subst i t ut es.

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

Use a mi ni mum of 25 per cent r ecycl ed aggr egat e, dependi ng on l ocal avai l abi l i t y and conf or mi ng t o r equi r ement s of t he mi x desi gn. Recycl ed aggr egat e t o i ncl ude: r ecover ed concr et e or r ecover ed st one t hat meet s t he aggr egat e r equi r ement s speci f i ed. Submi t r ecycl ed mat er i al r equest wi t h t he aggr egat e cer t i f i cat i on submi t t al s and do not use unt i l appr oved by t he Cont r act i ng Of f i cer .

2. 3. 4 Admi xt ur es

a. Chemi cal admi xt ur es must conf or m t o ASTM C494/ C494M.

b. Ai r - ent r ai ni ng admi xt ur es must conf or m t o ASTM C260/ C260M.

c. Chemi cal admi xt ur es f or use i n pr oduci ng f l owi ng concr et e must conf or m t o ASTM C1017/ C1017M.

d. Do not use cal c i um chl or i de admi xt ur es.

e. Use an ASR- i nhi bi t i ng admi xt ur e f or concr et e cont ai ni ng aggr egat e suscept i bl e t o ASR.

f . Admi xt ur es used i n concr et e must be t he same as t hose used i n t he concr et e r epr esent ed by submi t t ed f i el d t est r ecor ds or used i n t r i al mi xt ur es.

g. Pr ot ect st or ed admi xt ur es agai nst cont ami nat i on, evapor at i on, or damage.

h. To ensur e uni f or m di st r i but i on of const i t uent s, pr ovi de agi t at i ng equi pment f or admi xt ur es used i n t he f or m of suspensi ons or unst abl e sol ut i ons. Pr ot ect l i qui d admi xt ur es f r om f r eezi ng and f r om t emper at ur e changes t hat woul d adver sel y af f ect t hei r char act er i st i cs.

i . Submi t t ypes, br and names, pr oducer s ' names, manuf act ur er ' s t echni cal dat a sheet s, and cer t i f i cat es showi ng compl i ance wi t h st andar ds r equi r ed her ei n.

2. 4 MI SCELLANEOUS MATERI ALS

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

Pr ovi de moi st cur i ng onl y f or concr et e i n t he ent i r e Faci l i t y . Pr ovi de moi st cur i ng onl y f or f i ni shed f l at wor k s l abs. At ot her l ocat i ons, pr ovi de concr et e cur i ng mat er i al i n accor dance wi t h ACI 301 Sect i on 5 and ACI 308. 1 Sect i on 2. Submi t pr oduct dat a f or concr et e cur i ng compounds.

Submi t manuf act ur es i nst r uct i ons f or pl acement of cur i ng compound.

2. 4. 2 Nonshr i nk Gr out

Nonshr i nk gr out i n accor dance wi t h ASTM C1107/ C1107M.

SECTI ON 03 30 00 Page 17

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

a. Har dener must be a col or l ess aqueous sol ut i on cont ai ni ng a bl end of i nor gani c s i l i cat e or s i l i conat e mat er i al and pr opr i et ar y component s combi ned wi t h a wet t i ng agent ; t hat penet r at es, har dens, and densi f i es concr et e sur f aces. Submi t manuf act ur es i nst r uct i ons f or pl acement of l i qui d chemi cal f l oor har dener .

b. Use concr et e penet r at i ng seal er s wi t h a l ow ( maxi mum 100 gr ams/ l i t er , l ess wat er and l ess exempt compounds) VOC cont ent . Submi t manuf act ur es i nst r uct i ons f or pl acement of seal er s.

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

ASTM D1751 or ASTM D1752 Type I or Type I I . Mat er i al must be 1/ 2 i nch t hi ck, unl ess ot her wi se i ndi cat ed.

2. 4. 5 Joi nt Seal ant s

Submi t manuf act ur er ' s pr oduct dat a, i ndi cat i ng VOC cont ent .

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

ASTM D6690 or ASTM C920, Type M, Cl ass 25, Use T.

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

ASTM C920, Type M, Gr ade NS, Cl ass 25, Use T.

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

ASTM D2628.

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

ASTM D2835.

2. 4. 6 Vapor Ret ar der

ASTM E1745 Cl ass A pol yet hyl ene sheet i ng, mi ni mum 15 mi l t hi ckness or ASTM E1993/ E1993M bi t umi nous membr ane or ot her equi val ent mat er i al wi t h a maxi mum per meance r at i ng of 0. 01 per ms per ASTM E96/ E96M.

Consi der pl ast i c vapor r et ar der s and adhesi ves wi t h a hi gh r ecycl ed cont ent , l ow t oxi c i t y l ow VOC ( Vol at i l e Or gani c Compounds) l evel s.

2. 4. 7 Dovet ai l Anchor Sl ot

Pr ef or med met al s l ot appr oxi mat el y 1 i nch by 1 i nch of not l ess t han 22 gage gal vani zed st eel cast i n concr et e. Coor di nat e act ual s i ze and t hr oat openi ng wi t h dovet ai l anchor s and pr ovi de wi t h r emovabl e f i l l er mat er i al .

2. 5 CONCRETE MI X DESI GN

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

a. Use mat er i al s and mat er i al combi nat i ons l i s t ed i n t hi s sect i on and t he

SECTI ON 03 30 00 Page 18 cont r act document s.

b. Cement i t i ous mat er i al cont ent must be adequat e f or concr et e t o sat i sf y t he speci f i ed r equi r ement s f or st r engt h, w/ cm, dur abi l i t y , and f i ni shabi l i t y descr i bed i n t hi s sect i on and t he cont r act document s.

The mi ni mum cement i t i ous mat er i al cont ent f or concr et e used i n f l oor s must meet t he f ol l owi ng r equi r ement s:

Nomi nal maxi mum si ze of aggr egat e, i n.

Mi ni mum cement i t i ous mat er i al cont ent , pounds per cubi c yar d

1- 1/ 2 470

1 520

3/ 4 540

3/ 8 610

c. Sel ect ed t ar get s l ump must meet t he r equi r ement s t hi s sect i on, t he cont r act document s, and must not exceed 9 i n. Concr et e must not show vi s i bl e s i gns of segr egat i on.

d. The t ar get s l ump must be enf or ced f or t he dur at i on of t he pr oj ect .

Det er mi ne t he sl ump by ASTM C143/ C143M. Sl ump t ol er ances must meet t he r equi r ement s of ACI 117.

e. The nomi nal maxi mum si ze of coar se aggr egat e f or a mi xt ur e must not exceed t hr ee- f our t hs of t he mi ni mum cl ear spaci ng bet ween r ei nf or cement , one- f i f t h of t he nar r owest di mensi on bet ween si des of f or ms, or one- t hi r d of t he t hi ckness of s l abs or t oppi ngs.

f . Measur e ai r cont ent at t he poi nt of del i ver y i n accor dance wi t h ASTM C173/ C173M or ASTM C231/ C231M.

g. Concr et e f or s l abs t o r ecei ve a har d- t r owel ed f i ni sh must not cont ai n an ai r - ent r ai ni ng admi xt ur e or have a t ot al ai r cont ent gr eat er t han 3 per cent .

h. Concr et e pr oper t i es and r equi r ement s f or each por t i on of t he st r uct ur e ar e speci f i ed i n t he t abl e bel ow.

2. 5. 2 Dur abi l i t y

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

Do not use any aggr egat e suscept i bl e t o al kal i - car bonat e r eact i on ( ACR) .

Use one of t he t hr ee opt i ons bel ow f or qual i f y i ng concr et e mi xt ur es t o r educe t he pot ent i al of al kal i - s i l i ca r eact i on ( ASR) :

a. For each aggr egat e used i n concr et e, t he expansi on r esul t det er mi ned i n accor dance wi t h ASTM C1260 must not exceed 0. 08 per cent at 28 days af t er cast i ng.

SECTI ON 03 30 00 Page 19

b. For each aggr egat e used i n concr et e, t he expansi on r esul t of t he aggr egat e and cement i t i ous mat er i al s combi nat i on det er mi ned i n accor dance wi t h ASTM C1567 must not exceed 0. 10 per cent at an age of 16 days.

c. Al kal i cont ent i n concr et e ( LBA) must not exceed 4 pounds per cubi c yar d f or moder at el y r eact i ve aggr egat e or 3 pounds per cubi c yar d f or hi ghl y r eact i ve aggr egat e. React i v i t y must be det er mi ned by t est i ng i n accor dance wi t h ASTM C1293 and cat egor i zed i n accor dance wi t h ASTM C1778. Al kal i cont ent i s cal cul at ed as f ol l ows:

LBA = ( cement cont ent , pounds per cubi c yar d) × ( equi val ent al kal i cont ent of por t l and cement i n per cent / 100 per cent )

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

The t emper at ur e of concr et e as del i ver ed must not exceed 95° F.

2. 5. 3 Tr i al Mi xt ur es

Tr i al mi xt ur es must be i n accor dance t o ACI 301.

2. 5. 4 Ready- Mi x Concr et e

Pr ovi de concr et e t hat meet s t he r equi r ement s of ASTM C94/ C94M.

Ready- mi xed concr et e manuf act ur er must pr ovi de dupl i cat e del i ver y t i cket s wi t h each l oad of concr et e del i ver ed. Pr ovi de del i ver y t i cket s wi t h t he f ol l owi ng i nf or mat i on i n addi t i on t o t hat r equi r ed by ASTM C94/ C94M:

a. Type and br and cement

b. Cement and suppl ement ar y cement i t i ous mat er i al s cont ent i n 94- pound bags per cubi c yar d of concr et e

c. Maxi…