W912BU18B0004V2-Specs.pdf

IFB W912BU-18-B-0004

US Army Corps of Engineers

Philadelphia District

Water Supply System Upgrades

Tobyhanna Army Depot Tobyhanna, Pennsylvania

Volume 2 of 3 Technical Specifications

Construction Solicitation and Specifications

19 November 2018

This page was intentionally left blank for duplex printing.

I FB W912BU- 18- B- 0004

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 30 00 ADMI NI STRATI VE REQUI REMENTS

01 32 01 PROJECT SCHEDULE

01 32 33 CONSTRUCTI ON PHOTOGRAPHY

01 33 00 SUBMI TTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 35 53 ANTI TERRORI SM/ OPERATI ONS SECURI TY ( AT/ OPSEC)

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00 QUALI TY CONTROL

01 45 05 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM)

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

01 57 19 TEMPORARY ENVI RONMENTAL CONTROLS

01 58 00 PROJECT AND SAFETY SI GNS

01 74 19 CONSTRUCTI ON AND DEMOLI TI ON WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMI TTALS

01 78 23 OPERATI ON AND MAI NTENANCE DATA

01 78 24 FACI LI TY DATA REQUI REMENTS

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

02 85 00 MUNI TI ONS AND EXPLOSI VES OF CONCERN ( MEC) REMOVAL AND

CONSTRUCTI ON SUPPORT

DI VI SI ON 03 - CONCRETE

03 30 00 CAST- I N- PLACE CONCRETE

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 71 00 DOOR HARDWARE

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 90 00 PAI NTS AND COATI NGS

DI VI SI ON 10 - SPECI ALTI ES

10 28 13 TOI LET ACCESSORI ES

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 45 PREFABRI CATED PRECAST CONCRETE BUI LDI NG

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBI NG, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 82 46. 00 40 ELECTRI C UNI T HEATERS

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 26 - ELECTRI CAL

26 00 00. 00 20 BASI C ELECTRI CAL MATERI ALS AND METHODS

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

26 05 13. 00 40 MEDI UM- VOLTAGE CABLES

26 12 19. 00 40 PAD- MOUNTED, LI QUI D- FI LLED, MEDI UM- VOLTAGE TRANSFORMERS

26 20 00 I NTERI OR DI STRI BUTI ON SYSTEM

26 28 21. 00 40 AUTOMATI C TRANSFER SWI TCHES

26 32 14. 00 10 DI ESEL- GENERATOR SET, STATI ONARY 15- 300 KW, STANDBY

APPLICATIONS

26 51 00. 00 40 I NTERI OR LI GHTI NG

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 BUI LDI NG TELECOMMUNI CATI ONS CABLI NG SYSTEM

27 13 23. 00 40 COMMUNI CATI ONS OPTI CAL BACKBONE CABLI NG

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 05 21 GEOGRI D SOI L REI NFORCEMENT

31 05 22 GEOTEXTI LES USED AS FI LTERS

31 10 00 CLEARI NG FOR CI VI L WORKS

31 32 11 SOI L SURFACE EROSI ON CONTROL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 16 SUBBASES FOR FLEXI BLE PAVI NG

32 11 26 BI TUMI NOUS BASE COURSE

32 12 10 BI TUMI NOUS TACK AND PRI ME COATS

32 12 21 BI TUMI NOUS ROAD- MI X SURFACE COURSE

32 15 00 AGGREGATE SURFACE COURSE

32 16 13 CONCRETE SI DEWALKS AND CURBS AND GUTTERS

32 17 24. 00 10 PAVEMENT MARKI NGS

32 31 13 CHAI N LI NK FENCES AND GATES

32 92 19 SEEDING

32 93 00 EXTERI OR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER UTI LI TY DI STRI BUTI ON PI PI NG

33 11 13 POTABLE WATER SUPPLY WELLS

33 40 00 STORM DRAI NAGE UTI LI TI ES

33 71 02 UNDERGROUND ELECTRI CAL DI STRI BUTI ON

33 82 00 TELECOMMUNI CATI ONS OUTSI DE PLANT ( OSP)

DI VI SI ON 40 - PROCESS I NTERCONNECTI ONS

40 05 13 PI PELI NES, LI QUI D PROCESS PI PI NG

40 95 00 PROCESS CONTROL

DI VI SI ON 43 - PROCESS GAS AND LI QUI D HANDLI NG, PURI FI CATI ON, AND STORAGE

EQUIPMENT

43 21 39 PUMPS: WATER, SUBMERSI BLE MULTI - STAGE VERTI CAL TURBI NE

43 32 69 CHEMI CAL FEED SYSTEMS

43 41 45 UNDERGROUND STEEL SEWAGE TANK

PROJECT TABLE OF CONTENTS Page 2

SECTI ON 02 85 00

MUNI TI ONS AND EXPLOSI VES OF CONCERN ( MEC) REMOVAL AND CONSTRUCTI ON SUPPORT

PART 1 GENERAL

1. 1 BACKGROUND

The pot ent i al exi st s f or muni t i ons and expl osi ves of concer n ( MEC) at t he wat er suppl y const r uct i on ar eas of Tobyhanna Ar my Depot ( TYAD) , Tobyhanna, Pennsyl vani a. MEC has been f ound i n t he past at t he FAR- A Muni t i ons Response Si t e ( MRS) ( TYAD- 01- R- 01) l ocat ed on Powder Smoke Ri dge at TYAD.

The U. S. Ar my Cor ps of Engi neer s ( USACE) i s t he l ead agency deal i ng wi t h Mi l i t ar y Muni t i ons Response Pr ogr am ( MMRP) si t es. Based on t he pr evi ous i nvest i gat i ons at t he FAR- A MRS, t her e i s a pr obabi l i t y of encount er i ng MEC wi t hi n t he pl anned const r uct i on ar eas. The pr obabi l i t y of encount er i ng MEC at t hi s const r uct i on s i t e i s moder at e t o hi gh, t her ef or e, UXO const r uct i on suppor t ser vi ces wi l l be r equi r ed dur i ng excavat i on wor k.

Ref er t o t he Fi nal Wor k Pl an and Si t e Speci f i c Fi nal Repor t - Muni t i ons and Expl osi ves of Concer n Non- Ti me Cr i t i cal Removal Act i on, dat ed November 2015 and Sept ember 2016 r espect i vel y, i ncl uded as Appendi c i es t o t he cont r act speci f i cat i ons f or addi t i onal i nf or mat i on.

1. 1. 1 Si t e Hi st or y

Ar t i l l er y r ange t r ai ni ng act i v i t i es r esul t ed i n t he pr esence of MEC wi t hi n TYAD. The pump house const r uct i on s i t es ar e l ocat ed wi t hi n t wo f or mer Tobyhanna Ar t i l l er y Range ar t i l l er y f ans t hat f ocused on a t ar get ar ea t hat was l ocat ed on Powder Smoke Ri dge. A MEC sur f ace and subsur f ace r emoval ( t o dept h of det ect i on, appr oxi mat el y 2 f eet bel ow gr ound sur f ace) was conduct ed dur i ng Apr i l 2016 wi t hi n t he pl anned pump house const r uct i on ar eas and no MEC i t ems wer e r ecover ed; however , f our mat er i al pot ent i al l y pr esent i ng an expl osi ve hazar d ( MPPEH) i t ems wer e i dent i f i ed. The MPPEH i t ems det er mi ned t o be muni t i ons debr i s ( MD) t hat r emai ned af t er muni t i ons use but di d not cont ai n any ener get i c mat er i al . No MEC r emoval act i ons wer e conduct ed i n t he v i c i ni t y of Bui l di ng 52 or al ong t he r out e of t he new wat er suppl y l i nes; MEC coul d be encount er ed at or near t he sur f ace i n t hese l ocat i ons.

1. 1. 2 Per sonnel Qual i f i cat i ons

The Cont r act or wi l l be r equi r ed t o conduct t hi s wor k or hi r e a qual i f i ed subcont r act or t o per f or m t he UXO const r uct i on suppor t ser vi ces. UXO t echni c i ans wi l l meet t he r equi r ement s of DDESB TP- 18, f or t hei r r espect i ve pr oj ect f unct i ons.

1. 1. 3 Cont r act or Requi r ement s

The Cont r act or wi l l pr ovi de Removal and Const r uct i on Suppor t f or MEC and MPPEH at t he wat er suppl y const r uct i on ar eas. A MEC sur f ace and subsur f ace r emoval ( t o dept h of det ect i on, appr oxi mat el y 2 f eet bel ow gr ound sur f ace) was conduct ed dur i ng Apr i l 2016 wi t hi n t he pl anned pump house const r uct i on ar eas. Excavat i ons bel ow 2 f eet wi t hi n t he 2016 MEC r emoval f oot pr i nt must be sur veyed f or t he pr esence of MEC by UXO qual i f i ed per sonnel f ol l owi ng pr ocedur es descr i bed i n EM 385- 1- 97 and i n accor dance wi t h t he appr oved U. S. Ar my Cor ps of Engi neer s ( USACE) Expl osi ve Saf et y Submi ssi on ( ESS) f or t he TYAD Wat er Suppl y Syst em Upgr ade Pr oj ect . No MEC r emoval act i ons wer e

Sect i on 02 85 00 Page 1 conduct ed i n t he Bui l di ng 52 const r uct i on ar ea. The cont r act or wi l l be r equi r ed t o conduct a sur f ace and subsur f ace r emoval wi t hi n t he l i mi t s of di st ur bance i n t he v i c i ni t y of Bui l di ng 52. I n addi t i on, t he Cont r act or shal l ef f ect i vel y dest r oy al l MEC and MPPEH encount er ed on- si t e. The demol i t i on act i v i t i es wi l l f ol l ow t he r equi r ement s of TM 60A- 1- 1- 31;

EM 385- 1- 97; and appl i cabl e Bur eau of Al cohol , Tobacco, Fi r ear ms, and Expl osi ves ( ATF) , f eder al , st at e, and l ocal r egul at i ons.

D. Thi s speci f i cat i on pr ovi ded t o t he Cont r act or f or i nf or mat i on onl y.

The Cont r act or shal l compl y wi t h al l r equi r ement s associ at ed wi t h t he MEC Removal and Const r uct i on Suppor t as di r ect ed by t he Gover nment i ncl udi ng but not l i mi t ed t o t empor ar y suspensi on of wor k, r el at i on of wor k, compl et i on of excavat i on as di r ect ed by t he MEC t eam, et c. The Cont r act or i s not r el i eved of i mpl ement i ng MEC- r el at ed wor k/ pr ot ect i on speci f i ed el sewher e i n t he Techni cal Speci f i cat i ons or Cont r act Documents.

1. 2 DESCRI PTI ON OF WORK

Based on t he MEC r i sk i n t he pl anned const r uct i on ar eas, MEC const r uct i on suppor t ( st andby suppor t and subsur f ace r emoval ) i s r equi r ed dur i ng i nt r usi ve act i v i t i es associ at ed wi t h const r uct i on act i v i t i es ( e. g. , i nst al l at i on of er osi on and sedi ment cont r ol measur es, c l ear i ng and gr ubbi ng, const r uct i on ent r ance i nst al l at i on, r oadwor k, const r uct i on of bui l di ng f oot i ngs and pads and i nst al l at i on of s i t e ut i l i t i es) . The pr ecaut i ons and pr ocedur es out l i ned i n t hi s speci f i cat i on shal l be r equi r ed under t hi s cont r act i n or der t o pr ot ect t he Cont r act or , hi s wor ker s, and t he publ i c.

1. 2. 1 USACE Gui dance and Requi r ement s

The MEC const r uct i on suppor t act i v i t i es ar e under t he di r ect i on of t he USACE, whi ch r equi r es t he MEC Suppor t Cont r act or t o f ol l ow USACE gui dance and r equi r ement s t o t he ext ent necessar y t o ensur e t he saf et y of per sonnel and qual i t y of t he wor k i nvol v i ng MEC. Fai l ur e t o f ol l ow t hese pr ocedur es coul d j eopar di ze t he saf et y of per sonnel onsi t e and wi l l r esul t i n cont r act or qual i t y assur ance ( QA) f ai l ur es and pot ent i al st oppage of wor k. Advanced pl anni ng and coor di nat i on wi t h USACE i s r ecommended t o l i mi t schedul e i mpact s. The MEC Suppor t Cont r act or shal l be secur ed by and oper at e as a subcont r act or t o t he Cont r act or i f t he Cont r act or does not have t hi s t echni cal exper t i se. The Cont r act or shal l ensur e t hat al l MEC oper at i ons ar e per f or med i n accor dance wi t h appl i cabl e l ocal , st at e and f eder al r egul at i ons r egar di ng per sonnel , equi pment , and pr ocedur es.

Per sons engaged i n t he handl i ng and t r anspor t of expl osi ves wi l l compl y with 18 U. S. C. 842 and 29 CFR 1910. 120.

1. 3 REFERENCES

The publ i cat i ons l i s t ed bel ow ar e i ncor por at ed by r ef er ence and est abl i sh r equi r ement s of t hi s speci f i cat i on as i f set f or t h f ul l y her ei n, t o t he ext ent necessar y and r ef er enced.

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

EM 385- 1- 97 ( 2013) Expl osi ves - Saf et y and Heal t h Requi r ement s Manual

TM 60A- 1- 1- 31 ( 2013) Gener al I nf or mat i on on EOD Di sposal

Sect i on 02 85 00 Page 2

Procedures

U. S. Code ( USC)

18 U. S. C. 842 Unl awf ul Act s

U. S. DEPARTMENT OF DEFENSE ( DOD)

DDESB 6055. 9- M ( 2012) DDESB 6055. 9- M, DoD Ammuni t i on and Expl osi ves Saf et y St andar ds: Gener al Expl osi ves Saf et y I nf or mat i on and Requirements

DDESB TP- 18 ( 2015) DDESB Techni cal Paper ( TP) 18, Mi ni mum Qual i f i cat i ons f or Per sonnel Conduct i ng Muni t i ons and Expl osi ves of Concer n- Rel at ed Act i v i t i es

U. S. NATI ONAL ARCHI VES AND RECORDS ADMI NI STRATI ON ( NARA)

29 CFR 1910. 120 Hazar dous Wast e Oper at i ons and Emer gency Response

29 CFR 1926 - SUBPART P Excavations

1. 4 SUBMITTALS

The f ol l owi ng document s shal l be submi t t ed i n accor dance wi t h EM 385- 1- 97.

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

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Submi t t 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

MEC Const r uct i on Suppor t Wor k Pl an; G, DO

SD- 06 Test Repor t s

MEC Removal Repor t

1. 5 QUALIFICATIONS

UXO t eam qual i f i cat i ons and wor k st andar ds wi l l be i n accor dance wi t h EM 385- 1- 97 and DDESB TP- 18. The Cont r act or shal l pr ovi de a UXO t eam consi st i ng of a mi ni mum of t wo UXO- qual i f i ed per sonnel ( one UXO Techni c i an I I I and UXO Techni c i an I I ) . The UXO t eam may i ncl ude addi t i onal UXO- qual i f i ed per sonnel , dependi ng on si t e- and t ask- speci f i c act i v i t i es.

Qual i f i cat i ons f or Cont r act or ' s UXO per sonnel ar e set f or t h i n DDESB TP- 18.

1. 5. 1 Subsur f ace Removal Requi r ement s

Wher e subsur f ace r emoval of UXO i s r equi r ed i n suppor t of const r uct i on act i v i t i es, such as i n ar eas i dent i f i ed i n t hi s scope of wor k, t he Cont r act or must al so meet t he f ol l owi ng st andar ds: 1) Each UXO t eam wi l l not i ncl ude mor e t han si x t eam member s i n addi t i on t o t he Techni c i an I I I .

The UXO Techni c i an I I I wi l l super vi se al l UXO oper at i ons and per sonnel assi gned t o hi s/ her t eam. 2) A Seni or UXO Super vi sor ( SUXOS) wi l l be

Sect i on 02 85 00 Page 3 on- si t e and wi l l not super vi se mor e t han 10 UXO Techni c i an I I I s. 3) A UXO Saf et y Of f i cer ( UXOSO) wi l l be r equi r ed on al l subsur f ace r emoval pr oj ect s i n suppor t of const r uct i on act i v i t i es; however , t he posi t i ons of UXOSO and UXO Qual i t y Cont r ol Speci al i st ( UXOQCS) may be dual - hat t ed when t her e ar e l ess t han 15 per sonnel on- si t e. 4) A UXOQCS may not be r equi r ed f ul l - t i me on- si t e. However , qual i t y cont r ol ( QC) f unct i ons wi l l be per f or med f or al l f i el d act i v i t i es.

1. 5. 2 UXO- Qual i f i ed Per sonnel

Onl y UXO- qual i f i ed per sonnel shal l be i nvol ved i n pr ocedur es r equi r ed of t he speci f i cat i on sect i on. Al l per sonnel engaged i n t hese pr ocedur es shal l be t hor oughl y t r ai ned i n expl osi ves saf et y and be capabl e of r ecogni z i ng hazar dous expl osi ves exposur es. Onl y per sonnel who have gr aduat ed f r om cer t i f i ed mi l i t ar y or c i v i l i an UXO t r ai ni ng ar e aut hor i zed t o conduct UXO procedures.

PART 2 PRODUCTS

2. 1 GENERAL

A. No pr oduct s ar e r equi r ed f or t hi s Sect i on.

PART 3 EXECUTI ON

3. 1 SUBSURFACE REMOVAL I N SUPPORT OF CONSTRUCTI ON ACTI VI TES

A subsur f ace r emoval of t he known const r uct i on f oot pr i nt i s r equi r ed at t he i dent i f i ed const r uct i on f oot pr i nt and ar ea of di st ur bance at Bui l di ng

52. A subsur f ace r emoval wi l l al so be r equi r ed at t he pumphouse const r uct i on ar eas i f excavat i ons bel ow 2 f eet ar e ant i c i pat ed. Subsur f ace r emoval s wi l l be r equi r ed down t o a dept h of 6 f eet bel ow gr ound sur f ace ( bgs) or t o bedr ock i f encount er ed at a dept h l ess t han 6 f eet bgs.

Subsur f ace r emoval oper at i ons wi l l be conduct ed i n accor dance wi t h EM 385- 1- 97 t o t he ext ent necessar y. A subsur f ace r emoval r equi r es c l ose coor di nat i on bet ween t he MEC Suppor t Cont r act or , USACE, TYAD per sonnel , St at e and l ocal of f i c i al s. USACE wi l l pr ovi de gui dance and Qual i t y Assur ance suppor t .

3. 1. 1 Anomal y Excavat i on

Anomal y excavat i on oper at i ons ar e r equi r ed t o i nvest i gat e and i dent i f y t he sour ce of al l anomal i es l ocat ed dur i ng t he sur vey. Al l anomal y excavat i on oper at i ons wi l l compl y wi t h t he pr ovi s i ons of 29 CFR 1926 - SUBPART P.

UXO- qual i f i ed per sonnel wi l l manual l y compl et e anomal y excavat i ons of l ess t han 1 f oot . I f an anomal y i s deeper t han 1 f oot , ear t h- movi ng machi ner y ( EMM) may be used t o assi st i n excavat i on ef f or t s unl ess s i t e const r ai nt s or accessi bi l i t y r est r i ct or pr ohi bi t such use. EMM wi l l not be used t o excavat e wi t hi n 12 i nches of an anomal y. When an anomal y excavat i on get s wi t hi n appr oxi mat el y 12 i nches of an anomal y, manual excavat i on must be used t o compl et e t he excavat i on.

3. 1. 2 Di sposal by Det onat i on

I f di sposal by det onat i on i s r equi r ed, al l wor k act i v i t i es wi l l cease i n t he ar ea and non- UXO per sonnel wi l l be r equi r ed t o evacuat e t he ar ea t o a pr e- det er mi ned saf e di st ance dur i ng demol i t i on oper at i ons. I f di sposal by det onat i on i s det er mi ned t o be t he most appr opr i at e cour se of act i on, t he

Sect i on 02 85 00 Page 4 pr ocedur es det ai l ed i n Sect i on 3. 3 MEC Dest r uct i on shal l be f ol l owed.

3. 1. 3 Removal Val i dat i on

Af t er t he pr obabl e sour ce of t he anomal y i s i dent i f i ed and r emoved, an appr oved geophysi cal i nst r ument wi l l be used t o val i dat e t he pr ocess.

3. 1. 4 Sur f ace Removal

A sur f ace r emoval i s r equi r ed t o r emove any exi st i ng MEC f r om t he sur f ace of t he Bui l di ng 52 wor k ar ea pr i or t o pr oceedi ng wi t h subsur f ace r emoval act i v i t i es. Al l mi l i t ar y muni t i ons debr i s, t ar get mat er i al s, and non- MEC- r el at ed mat er i al s t hat may i nt er f er e wi t h a subsur f ace geophysi cal sur vey wi l l be r emoved f r om t he sur f ace of t he wor k ar ea and st aged f or l at er di sposi t i on. The UXO t eam wi l l per f or m sur f ace r emoval act i v i t i es, i ncl udi ng ar ea pr epar at i on, i n accor dance wi t h EM 385- 1- 97.

3. 1. 4. 1 Ar ea Pr epar at i on

Ar ea pr epar at i on i ncl udes r educt i on and/ or r emoval of veget at i on t hat may i mpede or l i mi t t he ef f ect i veness of subsur f ace r emoval act i ons. Ar ea pr epar at i on i s not consi der ed a MEC pr ocedur e. However , st andby- suppor t as speci f i ed i n Sect i on 3. 2 wi l l be r equi r ed f or anomal y avoi dance dur i ng ar ea pr epar at i on i f non- UXO per sonnel wi l l per f or m t hi s act i v i t y.

3. 2 SAFETY CONSI DERATI ONS

3. 2. 1 Sur f ace Removal Saf et y

Subsur f ace r emoval act i ons must be accompl i shed i n st r i ct accor dance wi t h an appr oved MEC Suppor t Wor k Pl an and ESS. Pr i or t o commenci ng subsur f ace r emoval act i v i t i es, t he UXO t eam wi l l pr ovi de a gener al wor k and saf et y br i ef i ng t o al l on- si t e per sonnel i n accor dance wi t h t he appr oved pl ans.

3. 2. 2 Ut i l i t y Cl ear ance

Ut i l i t y c l ear ance( s) must be obt ai ned pr i or t o excavat i on act i v i t i es.

3. 2. 3 Mi ni mum Saf e Di st ances

No wor k act i v i t i es by t he Cont r act or wi l l be conduct ed wi t hi n t he wor k ar ea whi l e t he subsur f ace r emoval i s bei ng conduct ed by t he MEC Suppor t Cont r act or . Al l non- essent i al per sonnel wi l l mai nt ai n a pr e- det er mi ned saf e di st ance dur i ng r emoval act i v i t i es. Mi ni mum Saf e Di st ances ( MSD) must be est abl i shed f or al l MEC oper at i ons i ncl udi ng anomal y excavat i on, access and i dent i f i cat i on of MEC, MEC r ecover y, and MEC dest r uct i on.

3. 3 STANDBY SUPPORT

St andby suppor t shal l be conduct ed i n accor dance wi t h EM 385- 1- 97 t o t he ext ent necessar y. St andby suppor t i s r equi r ed f or pl anned const r uct i on act i v i t i es f or t he Wat er Suppl y Syst em Upgr ades Pr oj ect . St andby suppor t shal l al so be r equi r ed i n addi t i on t o subsur f ace r emoval act i v i t i es i n t he ar eas wher e excavat i ons exceed t he cl ear ance dept h of 6 f eet bgs.

3. 3. 1 Si t e Coor di nat i on and I nspect i on

The MEC t eam wi l l coor di nat e wi t h t he USACE, TYAD- per sonnel , and al l cont r act or s and shal l conduct a gener al wor k and dai l y saf et y br i ef i ng i n

Sect i on 02 85 00 Page 5 accor dance wi t h appr oved MEC Suppor t Wor k Pl an and APP. Pr i or t o i nt r usi ve const r uct i on act i v i t i es, t he UXO t eam wi l l conduct a wal k- t hr ough ( physi cal l y pr evi ew t he act ual const r uct i on f oot pr i nt ) wi t h t he USACE Repr esent at i ve and t he Cont r act or and di scuss vi sual obser vat i ons and pot ent i al ar eas of concer n. I f MEC i s f ound on t he sur f ace, t he MEC Suppor t Cont r act or must not i f y t he Gener al Cont r act or and st op wor k i n t he ar ea. The UXO t eam wi l l assess t he condi t i on of t he MEC t o det er mi ne t he appr opr i at e cour se of act i on f or di sposal .

3. 3. 2 Excavat i on Moni t or i ng

The MEC t eam wi l l moni t or al l excavat i on act i v i t i es i n ar eas known or suspect ed t o cont ai n MEC. One member of t he t eam wi l l be posi t i oned t o t he r ear and upwi nd of t he excavat i on equi pment f or cont i nuous vi sual assessment of act i v i t i es. I f t he const r uct i on cont r act or unear t hs or encount er s MEC, al l excavat i on act i v i t i es wi l l cease i n t he excavat i on.

The UXO t eam wi l l assess t he condi t i on of t he MEC t o det er mi ne t he appr opr i at e cour se of act i on f or di sposal .

3. 3. 3 MEC Det onat i on

I f di sposal by det onat i on i s r equi r ed, al l wor k act i v i t i es wi l l cease i n t he ar ea and per sonnel wi l l be r equi r ed t o evacuat e t he ar ea t o a pr e- det er mi ned saf e di st ance dur i ng demol i t i on oper at i ons. I f di sposal by det onat i on i s det er mi ned t o be t he most appr opr i at e cour se of act i on, t he pr ocedur es det ai l ed i n Sect i on 3. 2 MEC Dest r uct i on shal l be f ol l owed.

3. 4 MEC DESTRUCTI ON

I f MEC or cer t i f i ed Mat er i al Pot ent i al l y Pr esent i ng an Expl osi ve Hazar d ( MPPEH) t hat r equi r es di sposal i s encount er ed, t he Cont r act or shal l cease al l act i v i t i es i n t he ar ea wher e t he MEC was di scover ed and shal l i mmedi at el y i mpl ement t he pr ocedur es speci f i ed i n t he MEC Suppor t Wor k Pl an. The Cont r act or shal l al so not i f y t he l ocal l aw enf or cement agency and t he USACE Poi nt - of - Cont act ( POC) as soon as pr act i cabl e t hat MEC r equi r i ng di sposal has been encount er ed. The MEC Suppor t Cont r act or may onl y conduct t he MEC di sposal act i v i t y, i f t he MEC Suppor t Cont r act or has been assi gned t hat r ol e i n t he MEC Suppor t Wor k Pl an and has met al l of t he Feder al , St at e, and l ocal r equi r ement s, i ncl udi ng al l l i censi ng, per mi t t i ng, pl anni ng and document at i on. I f t he MEC Suppor t Cont r act or i s not pr epar ed t o conduct di sposal act i v i t i es, t he Cont r act or wi l l not i f y Expl osi ve Or dnance Di sposal ( EOD) t hat MEC has been encount er ed and shal l coor di nat e t he di sposal act i v i t y wi t h EOD.

3. 4. 1 MEC Dest r uct i on Pr ocedur es

The MEC Suppor t Wor k Pl an wi l l i ncl ude pr ocedur es f or dest r uct i on of UXO r ecover ed dur i ng const r uct i on act i v i t i es. The t echni que t hat wi l l be used f or t he dest r uct i on of r ecover ed UXO wi l l be i n- pl ace dest r uct i on.

I n- pl ace dest r uct i on ( bl ow- i n- pl ace) i s a t echni que used when i t i s det er mi ned t hat movi ng t he UXO t o an al t er nat e l ocat i on f or dest r uct i on i s not accept abl e. Thi s t echni que i s pr ef er r ed because t he mi ni mum number of per sonnel ar e exposed. Al l i n- pl ace dest r uct i ons wi l l be conduct ed i n a manner t hat ensur es maxi mum cont r ol of t he s i t e. I f UXO i s r ecover ed i n pr oxi mi t y t o occupi ed bui l di ngs, i t may not be possi bl e t o saf el y dest r oy t he i t em i n- pl ace. I n t hi s i nst ance, t he i t em may be moved t o a par t of t he pr oj ect s i t e wher e dest r uct i on and di sposal can saf el y t ake pl ace ( On- Si t e Dest r uct i on) . Engi neer i ng cont r ol s may be used t o mi ni mi ze t he bl ast ef f ect dur i ng det onat i on, as wel l as t o mi ni mi ze r esi dual

Sect i on 02 85 00 Page 6 cont ami nat i on. Gui dance f or t he on- si t e dest r uct i on of UXO i s f ound i n TM 60A- 1- 1- 31 and EM 385- 1- 97.

3. 4. 2 MEC Dest r uct i on Team

The MEC t eam conduct i ng UXO dest r uct i on act i v i t i es wi l l consi st of at l east t hr ee per sonnel , wi t h a mi ni mum of t wo UXO- qual i f i ed per sonnel , one UXO Techni c i an I I I and one UXO Techni c i an I I . One member of t he t eam must al ways be l ocat ed out si de t he mi ni mum saf e di st ance ( MSD) f or i nt ent i onal det onat i ons t o gi ve war ni ng and assi st i n r escue act i v i t i es i n t he event of an acci dent . Addi t i onal i nf or mat i on on UXO di sposal oper at i ons can be f ound i n TM 60A- 1- 1- 31.

3. 5 EXPLOSI VES MANAGEMENT

I f expl osi ves wi l l be r equi r ed f or t he dest r uct i on of UXO, t hen an Expl osi ves Management Pl an wi l l be pr epar ed as par t of t he Wor k Pl an. The Expl osi ves Management Pl an wi l l be used t o pr ovi de det ai l s on t he management of expl osi ves f or a pr oj ect i n accor dance wi t h appl i cabl e r egul at i ons. The pl an wi l l i ncl ude i nf or mat i on on Acqui s i t i on, I ni t i al Recei pt , St or age, Tr anspor t at i on, Recei pt Pr ocedur es I nvent or y, and Unaccount ed f or Use of Expl osi ves, and ot her ar eas. Expl osi ves used f or t he dest r uct i on of UXO must be acqui r ed and managed i n accor dance wi t h appl i cabl e Feder al , St at e, and l ocal l aws.

3. 6 QUALI TY MANAGEMENT

Qual i t y Cont r ol : The MEC t eam i s r esponsi bl e f or t he QC of al l sur f ace and subsur f ace r emoval act i v i t i es and f or ensur i ng t hat onl y t hose pr ocedur es and pr ocesses conf or mi ng t o cont r act ual r equi r ement s and accept ed pr oj ect pl ans ar e i mpl ement ed. The MEC t eam wi l l devel op a Qual i t y Cont r ol Pl an ( QCP) out l i ni ng t he qual i t y act i v i t i es t o be used f or cont i nual l y assessi ng t he i mpl ement at i on, ef f ect i veness, compl i ance, and adequacy of oper at i ons. A separ at e UXOQCS i s not r equi r ed on- si t e f ul l - t i me f or MEC suppor t act i v i t i es. However , t he MEC Suppor t Cont r act or shal l per f or m QC r evi ews of al l f i el d act i v i t i es i n accor dance wi t h t he accept ed QCP.

3. 7 REPORTS

MEC Const r uct i on Suppor t Wor k Pl an - The Cont r act or shal l pr epar e a MEC Const r uct i on Suppor t Wor k Pl an, det ai l i ng pr ocedur es f or MEC di scover y and dest r uct i on of UXO, per sonnel br i ef i ngs, and pr ocedur es t o be i mpl ement ed i f MEC r emoval / di sposal act i v i t i es become necessar y. The pl an shal l i ncl ude an Expl osi ve Management Pl an ( wher e demol i t i on of UXO and expl osi ves st or age i s ant i c i pat ed) . An ESS wi l l be pr ovi ded t o t he Cont r act or f or i ncl usi on i n t he MEC Const r uct i on Suppor t Wor k Pl an wi t hi n 60 days of Not i ce t o Pr oceed. The ESS wi l l be pr epar ed i n accor dance wi t h DDESB 6055. 9- M and EM 385- 1- 97, t hr ough appr oval by t he US Ar my Techni cal Cent er f or Expl osi ve Saf et y ( USATCES) t o f i nal appr oval by t he Depar t ment of Def ense Expl osi ve Saf et y Boar d ( DDESB) . Ear t h di st ur bi ng act i v i t i es shal l not commence pr i or t o r ecei pt of t he ESS.

MEC Removal Repor t - The Cont r act or shal l pr epar e and submi t MEC Removal Repor t document i ng t he l ocat i on and t ype of MEC di scover ed, dest r oyed, or di sposed of , i f necessar y.

- - End of Sect i on - -

Sect i on 02 85 00 Page 7

SECTI ON 03 30 00

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. Use l at est edi t i on of each r ef er ence.

AMERI CAN CONCRETE I NSTI TUTE I NTERNATI ONAL ( 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 211. 1 ( 1991; R 2009) St andar d Pr act i ce f or Sel ect i ng Pr opor t i ons f or Nor mal , Heavywei ght and Mass Concr et e

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

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

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

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

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

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

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

ACI 318 ( 2014; Er r at a 1- 2 2014; Er r at a 3- 5 2015;

Er r at a 6 2016; Er r at a 7- 9 2017) Bui l di ng Code Requi r ement s f or St r uct ur al Concr et e ( ACI 318- 14) and Comment ar y ( ACI 318R- 14)

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

Sect i on 03 30 00 Page 1

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

ACI SP- 66 ( 2004) ACI Det ai l i ng Manual

AMERI CAN HARDBOARD ASSOCI ATI ON ( AHA)

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

AMERI CAN WELDI NG SOCI ETY ( AWS)

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

ASTM I NTERNATI ONAL ( ASTM)

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

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

ASTM 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 ( 2014a) St andar d Speci f i cat i on f or Packaged Dr y, Hydr aul i c- Cement Gr out (Nonshrink)

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

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

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

ASTM C150/ C150M ( 2017) St andar d Speci f i cat i on f or Por t l and Cement

ASTM C1602/ C1602M ( 2012) St andar d Speci f i cat i on f or Mi xi ng Wat er Used i n Pr oduct i on of Hydr aul i c Cement Concr et e

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

Sect i on 03 30 00 Page 2

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 C192/ C192M ( 2016a) 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 Laboratory

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 C295/ C295M ( 2012) Pet r ogr aphi c Exami nat i on of Aggr egat es f or Concr et e

ASTM C31/ C31M ( 2017) St andar d Pr act i ce f or Maki ng and Cur i ng Concr et e Test Speci mens i n t he Fi el d

ASTM C311/ C311M ( 2017) St andar d Test Met hods f or Sampl i ng and Test i ng Fl y Ash or Nat ur al Pozzol ans f or Use i n Por t l and- Cement Concr et e

ASTM C33/ C33M ( 2016) St andar d Speci f i cat i on f or Concr et e Aggregates

ASTM C39/ C39M ( 2017b) 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 ( 2013) St andar d Test Met hod f or Obt ai ni ng and Test i ng Dr i l l ed Cor es and Sawed Beams of Concr et e

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

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

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

ASTM C578 ( 2017a) St andar d Speci f i cat i on f or Ri gi d, Cel l ul ar Pol yst yr ene Ther mal I nsul at i on

ASTM C591 ( 2017) St andar d Speci f i cat i on f or Unf aced Pr ef or med Ri gi d Cel l ul ar Pol y i socyanur at e Ther mal I nsul at i on

ASTM C618 ( 2017) 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 C94/ C94M ( 2017a) St andar d Speci f i cat i on f or Ready- Mi xed Concr et e

Sect i on 03 30 00 Page 3

ASTM C989/ C989M ( 2017) St andar d Speci f i cat i on f or Sl ag Cement f or Use i n Concr et e and Mor t ar s

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

ASTM D1752 ( 2004a; R 2013) 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

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

ASTM E1643 ( 2011; R 2017) St andar d Pr act i ce f or Sel ect i on, Desi gn, I nst al l at i on, and I nspect i on of Wat er Vapor Ret ar der s Used i n Cont act wi t h Ear t h or Gr anul ar Fi l l Under Concr et e Sl abs

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

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

CONCRETE REI NFORCI NG STEEL I NSTI TUTE ( CRSI )

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

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 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 SUBMITTALS

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

submi t t al s not havi ng a " G" desi gnat i on ar e For I nf or mat i on Onl y " FI O" .

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; G

Sect i on 03 30 00 Page 4

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

SD- 02 Shop Dr awi ngs

Rei nf or ci ng St eel ; G

SD- 03 Pr oduct Dat a

Waterstops Joi nt Fi l l er Bi odegr adabl e For m Rel ease Agent Mat er i al s For For ms; G Cement i t i ous Mat er i al s; G Vapor Ret ar der ; G Concr et e Cur i ng Mat er i al s; G Rei nf or cement ; G Li qui d Chemi cal Fl oor Har dener ; G Admi xt ur es; G Joi nt Seal ant s; G

SD- 06 Test Repor t s

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

Ai r Cont ent ;

Sl ump Test s;

Concr et e Mi x Desi gn; G Aggr egat es; G Compr essi ve St r engt h Test s;

Gr ound Gr anul at ed Bl ast - Fur nace Sl ag; G Fl y Ash; G Pozzol an; G Water;

Mi x Desi gn; G

SD- 07 Cer t i f i cat es

Mat er i al Saf et y Dat a Sheet s Fi el d Test i ng Techni c i an And Test i ng Agency Rei nf or ci ng Bar s

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

Cur i ng Compound

1. 3 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. 4 DELI VERY, STORAGE, AND HANDLI NG

1. 4. 1 Reinforcement

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

Sect i on 03 30 00 Page 5 accur at el y i dent i f i ed af t er bundl es ar e br oken and t ags r emoved.

1. 5 QUALI TY ASSURANCE

1. 5. 1 Desi gn Dat a

1. 5. 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 , compl ement ar y cement i t i ous mat er i al 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 , compl 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. 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. 5. 2 Shop Dr awi ngs

1. 5. 2. 1 Rei nf or ci ng St eel

ACI SP- 66. 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. 5. 3 Cont r ol Submi t t al s

1. 5. 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. 5. 3. 2 Mat er i al Saf et y Dat a Sheet s

Submi t Mat er i al Saf et y Dat a Sheet s ( MSDS) 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. MSDS 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. 5. 4 Test Repor t s

1. 5. 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.

Sect i on 03 30 00 Page 6

1. 5. 4. 2 Gr ound Gr anul at ed Bl ast - Fur nace Sl ag

Submi t t est r esul t s i n accor dance wi t h ASTM C989/ C989M f or gr ound gr anul at ed bl ast - f ur nace sl ag. 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. 5. 4. 3 Aggregates

ASTM C1260 f or pot ent i al al kal i - s i l i ca r eact i ons, ASTM C295/ C295M f or pet r ogr aphi c anal ysi s.

1. 5. 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 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. 5. 6 Qual i t y Cont r ol Per sonnel Cer t i f i cat i ons

1. 5. 6. 1 Fi el d Test i ng Techni c i an and Test i ng Agency

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

a. 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. 5. 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.

PART 2 PRODUCTS

2. 1 MATERI ALS FOR FORMS

Pr ovi de wood, pl ywood, or st eel .

2. 1. 1 Wood For ms

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.

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.

Sect i on 03 30 00 Page 7

2. 1. 2 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 FORM TI ES AND ACCESSORI ES

Pr ovi de a f or m t i e syst em t hat does not l eave mi l d st eel af t er br eak- of f or r emoval any cl oser t han 2 i nches f r om t he exposed sur f ace. Do not use wi r e al one. 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 Waterstops

2. 2. 1. 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. 1. 2 Rubber Wat er st op

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

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

Per i met er i nsul at i on must be pol yst yr ene conf or mi ng t o ASTM C578, Type I I ;

pol yur et hane conf or mi ng t o ASTM C591, Type I I ; or cel l ul ar gl ass conf or mi ng t o ASTM C552, Type I or I V.

2. 3 CONCRETE MI X DESI GN

2. 3. 1 Cont r act or - Fur ni shed Mi x Desi gn

ACI 211. 1, ACI 301, and ACI 318 except as ot her wi se speci f i edmi x desi gn.

I ndi cat e t he compr essi ve st r engt h ( f ' c) of t he concr et e f or each por t i on of t he st r uct ur e( s) as speci f i ed bel ow. Wher e f ast er set t i me i s r equi r ed, use Type I I I cement bef or e usi ng cal c i um chl or i de wi t h appr oval f r om t he cont r act i ng of f i cer .

2. 3. 1. 1 Footings

Pr opor t i on nor mal - wei ght concr et e mi xt ur e as f ol l ows:

a. Mi ni mum Compr essi ve St r engt h: 3000 psi at 28 days.

b. Maxi mum Wat er - Cement i t i ous Mat er i al s Rat i o: 0. 50.

c. Sl ump Li mi t : 2 t o 4 i nches .

2. 3. 1. 2 Foundat i on Wal l s

Pr opor t i on nor mal - wei ght concr et e mi xt ur e as f ol l ows:

a. Mi ni mum Compr essi ve St r engt h: 3000 psi at 28 days.

b. Maxi mum Wat er - Cement i t i ous Mat er i al s Rat i o: 0. 44.

c. Sl ump Li mi t : 2 t o 4 i nches.

Sect i on 03 30 00 Page 8

2. 3. 1. 3 Slab-on-Grade

Pr opor t i on nor mal - wei ght concr et e mi xt ur e as f ol l ows:

a. Mi ni mum Compr essi ve St r engt h: 4000 psi at 28 days.

b. Maxi mum Wat er - Cement i t i ous Mat er i al s Rat i o: 0. 44.

c. Sl ump Li mi t : 2 t o 4 i nches .

d. Ai r Cont ent : 5. 0 per cent , pl us or mi nus 1. 0 per cent at poi nt of del i ver y f or 1- 1/ 2 i nch nomi nal maxi mum aggr egat e s i ze.

2. 3. 1. 4 Mi x Pr opor t i ons f or Nor mal Wei ght Concr et e

Tr i al desi gn bat ches, mi xt ur e pr opor t i oni ng st udi es, and t est i ng r equi r ement s f or var i ous c l asses and t ypes of concr et e speci f i ed ar e t he r esponsi bi l i t y of t he Cont r act or . Base mi xt ur e pr opor t i ons on compr essi ve st r engt h as det er mi ned by t est speci mens f abr i cat ed i n accor dance wi t h ASTM C192/ C192M and t est ed i n accor dance wi t h ASTM C39/ C39M. Sampl es of al l mat er i al s used i n mi xt ur e pr opor t i oni ng st udi es must be r epr esent at i ve of t hose pr oposed f or use i n t he pr oj ect and must be accompani ed by t he manuf act ur er ' s or pr oducer ' s t est r epor t i ndi cat i ng compl i ance wi t h t hese speci f i cat i ons. Base t r i al mi xt ur es havi ng pr opor t i ons, consi st enci es, and ai r cont ent sui t abl e f or t he wor k on met hodol ogy descr i bed i n ACI 211. 1.

I n t he t r i al mi xt ur e, use 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 must pr oduce a r ange of st r engt h encompassi ng t hose r equi r ed f or each cl ass and t ype of concr et e r equi r ed on t he pr oj ect . The maxi mum wat er - cement i t i ous mat er i al r at i o al l owed must be based on equi val ent wat er - cement i t i ous mat er i al r at i o cal cul at i ons as det er mi ned by t he conver si on f r om t he wei ght r at i o of wat er t o cement pl us pozzol an by wei ght equi val ency met hod. Desi gn l abor at or y t r i al mi xt ur e f or maxi mum per mi t t ed s l ump and ai r cont ent .

Each combi nat i on of mat er i al pr oposed f or use must have separ at e t r i al mi xt ur e, except f or accel er at or or r et ar der use can be pr ovi ded wi t hout separ at e t r i al mi xt ur e. Repor t t he t emper at ur e of concr et e i n each t r i al bat ch. For each wat er - cement i t i ous mat er i al r at i o, at l east t hr ee t est cyl i nder s f or each t est age must be made and cur ed i n accor dance wi t h ASTM C192/ C192M and t est ed i n accor dance wi t h ASTM C39/ C39M f or 7, 28, 56, days. Fr om t hese r esul t s, pl ot a cur ve showi ng t he r el at i onshi p bet ween wat er - cement i t i ous mat er i al r at i o and st r engt h f or each set of t r i al mi x st udi es. I n addi t i on, pl ot a cur ve showi ng t he r el at i onshi p bet ween 7 and 28 56, day st r engt hs.

2. 3. 1. 5 Requi r ed Aver age St r engt h of Mi x Desi gn

The sel ect ed mi xt ur e must pr oduce an aver age compr essi ve st r engt h exceedi ng t he speci f i ed st r engt h by t he amount i ndi cat ed i n ACI 301, but may not exceed t he speci f i ed st r engt h at t he same age by mor e t han 20 per cent . When a concr et e pr oduct i on f aci l i t y has a r ecor d of at l east 15 consecut i ve t est s, t he st andar d devi at i on must be cal cul at ed and t he r equi r ed aver age compr essi ve st r engt h must be det er mi ned i n accor dance with ACI 301.

2. 3. 2 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

Sect i on 03 30 00 Page 9 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:

Type and br and cement

Cement and compl 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

Maxi mum si ze of aggr egat e

Amount and br and name of admi xt ur es

Tot al wat er cont ent expr essed by wat er cement i t i ous mat er i al r at i o

2. 3. 3 Concr et e Cur i ng Mat er i al s

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 MATERIALS

2. 4. 1 Cement i t i ous Mat er i al s

For exposed concr et e, use one manuf act ur er and one sour ce f or each t ype of cement , and f l y ash.

2. 4. 1. 1 Fl y Ash

ASTM C618, Cl ass F, except t hat t he maxi mum al l owabl e l oss on i gni t i on must not exceed 3 per cent . Cl ass F f l y ash f or use i n mi t i gat i ng Al kal i - Si l i ca React i v i t y must have a Cal c i um Oxi de ( CaO) cont ent of l ess t han 8 per cent and a t ot al equi val ent al kal i cont ent l ess t han 1. 5 per cent .

Add wi t h cement . Fl y ash cont ent must be a mi ni mum of 20 per cent by wei ght of cement i t i ous mat er i al , pr ovi ded t he f l y ash does not r educe t he amount of cement i n t he concr et e mi x bel ow t he mi ni mum r equi r ement s of l ocal bui l di ng codes. Wher e t he use of f l y ash cannot meet t he mi ni mum l evel , pr ovi de t he maxi mum amount of f l y ash per mi ssi bl e t hat meet s t he code r equi r ement s f or cement cont ent . Repor t t he chemi cal anal ysi s of t he f l y ash i n accor dance wi t h ASTM C311/ C311M. Eval uat e and cl assi f y f l y ash i n accor dance wi t h ASTM D5759.

2. 4. 1. 2 Por t l and Cement

Pr ovi de cement t hat conf or ms t o ASTM C150/ C150M, Type I .

2. 4. 2 Water

Wat er must compl y wi t h t he r equi r ement s of ASTM C1602/ C1602M. Mi ni mi ze t he amount of wat er i n t he mi xwat er . I mpr ove wor kabi l i t y by adj ust i ng t he gr adi ng r at her t han by addi ng wat er . Wat er must be pot abl e.

2. 4. 3 Aggregates ASTM C33/ C33M, except as modi f i ed her ei n. Fur ni sh aggr egat es f or exposed concr et e sur f aces f r om one sour ce.