B.08.a.W912EE24B0018-0001 SPECIFICATIONS.pdf

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J. Bennett Johnston Waterway Construction General Opposite Alexandria Front Revetment
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W912EE24B0018
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This document is a section of the specifications for the J. Bennett Johnston Waterway Construction General Opposite Alexandria Front Revetment federal contract opportunity, solicitation number W912EE24B0018.

The key details are:

  • The work consists of constructing a longitudinal peaked stone toe dike and capping out the Opposite Alexandria Front revetment on the Red River in Pineville, LA.
  • The estimated period of performance for completion of construction is 90 calendar days from the Notice to Proceed.
  • The contract will be awarded as a firm-fixed price contract.
  • The procurement is a HUBZone small business set-aside under NAICS code 237990.
  • The contract documents, including any amendments, will be available electronically through the System for Award Management (SAM) website.
  • Prospective offerors must have an active SAM registration to be eligible for award.
  • Technical inquiries are to be submitted through the ProjNet system.

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W912EE24B0018

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 80 00. 00 09 SPECI AL CONTRACT REQUI REMENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00. 00 09 GENERAL CONTRACT REQUI REMENTS

01 22 00. 00 09 MEASUREMENT AND PAYMENT

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 09 QUALI TY CONTROL

01 45 00. 15 09 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM)

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 21 20. 00 09 STONE DI KE

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

PROJECT TABLE OF CONTENTS Page 1 Revi sed By Amendment 0001

SECTI ON TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

SECTI ON 00 80 00. 00 09

SPECI AL CONTRACT REQUI REMENTS

PART 1 GENERAL

1. 1 REFERENCES

1. 2 COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK

1. 3 NOTI CES TO PROCEED WI TH PREPARATORY WORK AND CONSTRUCTI ON

1. 4 LI QUI DATED DAMAGES- CONSTRUCTI ON

1. 5 CONTRACT DRAWI NGS AND SPECI FI CATI ONS

1. 6 CORRESPONDENCE AND ELECTRONI C COMMUNI CATI ON

1. 7 PHYSI CAL DATA

1. 8 PAYMENT FOR MOBI LI ZATI ON AND DEMOBI LI ZATI ON

1. 9 EQUI PMENT OWNERSHI P AND OPERATI NG EXPENSE SCHEDULE

1. 10 OBSTRUCTI ON OF NAVI GABLE WATERWAYS

1. 11 GENERAL SECURI TY REQUI REMENTS AND GUI DANCE

1. 12 ANTI TERRORI SM ( AT) LEVEL 1 TRAI NI NG

1. 13 SUSPI CI OUS ACTI VI TY REPORTI NG TRAI NI NG ( E. G. , I WATCH, CORPSWATCH, OR SEE SOMETHI NG, SAY SOMETHI NG

1. 14 PRE- SCREEN CANDI DATES USI NG E- VERI FY PROGRAM

1. 15 FOREI GN NATI ONALS WORKI NG ON GOVERNMENT CONTRACTS

PART 2 PRODUCTS ( Not Appl i cabl e)

PART 3 EXECUTI ON ( Not Appl i cabl e)

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

DOCUMENT 00 80 00. 00 09 Page 1

SECTI ON 00 80 00. 00 09

SPECI AL CONTRACT REQUI REMENTS

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 sect 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.

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

EP- 1110- 1- 8 ( 2009) Const r uct i on Equi pment Owner shi p and Oper at i ng Expense Schedul e

1. 2 COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK

The Cont r act or shal l be r equi r ed t o ( a) commence wor k under t hi s cont r act wi t hi n 10 cal endar days af t er t he dat e t he Cont r act or r ecei ves t he not i ce t o pr oceed, ( b) pr osecut e t he wor k di l i gent l y, and ( c) compl et e t he ent i r e wor k r eady f or use not l at er t han 90 cal endar days af t er t he dat e t he Cont r act or r ecei ves t he not i ce t o pr oceed. The t i me st at ed f or compl et i on shal l i ncl ude f i nal c l eanup of t he pr emi ses. ( FAR 52. 211- 10)

1. 3 NOTI CES TO PROCEED WI TH PREPARATORY WORK AND CONSTRUCTI ON

Thi s par agr aph suppl ement s t he r equi r ement s of t he COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK par agr aph.

( a) I n accor dance wi t h par agr aph COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK ( a) , wi t hi n a r easonabl e t i me f ol l owi ng awar d of t he cont r act , a " NOTI CE TO PROCEED WI TH PREPARATORY WORK" wi l l be i ssued by t he Gover nment . Fol l owi ng r ecei pt of t hi s NOTI CE TO PROCEED WI TH PREPARATORY WORK, t he Cont r act or shal l pr oceed wi t h t he submi ssi on of shop dr awi ngs; t he pr ocur ement of l ong l ead t i me mat er i al s and suppl i es; per f or mi ng ot her wor k t hat can be done wi t hout access t o t he j ob s i t e; and per f or mi ng ot her wor k r equi r ed i n pr epar at i on f or const r uct i on. St or age of mat er i al s and suppl i es i s t he Cont r act or ' s r esponsi bi l i t y . I n accor dance wi t h t he Cont r act Cl ause PAYMENT FOR MATERI ALS DELI VERED OFF- SI TE, t he Cont r act or may submi t est i mat es f or pr ogr ess payment s as cont empl at ed by t he Cont r act Cl ause PAYMENT UNDER FI XED- PRI CE CONSTRUCTI ON CONTRACTS, af t er r ecei pt of t he NOTI CE TO PROCEED WI TH PREPARATORY WORK. For det ai l s see subpar agr aph ( b) of Cont r act Cl ause PAYMENT FOR MATERI ALS DELI VERED

OFF- SI TE.

( b) I n accor dance wi t h Sect i on 00 80 00. 00 09 SPECI AL CONTRACT REQUI REMENTS, par agr aph COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK ( c) , no physi cal wor k wi l l be per mi t t ed at t he const r uct i on s i t e unt i l t he NOTI CE TO PROCEED WI TH CONSTRUCTI ON has been i ssued by t he Gover nment . The NOTI CE TO PROCEED WI TH CONSTRUCTI ON wi l l be i ssued af t er t he end of t he hi gh wat er season. The 90 cal endar days al l owed f or compl et i on of t he ent i r e wor k r eady f or use wi l l be measur ed f r om t he dat e t he Cont r act or r ecei ves t he NOTI CE TO PROCEED WI TH

DOCUMENT 00 80 00. 00 09 Page 2

CONSTRUCTI ON. As st at ed i n par agr aph COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK, t he t i me f or compl et i on shal l i ncl ude f i nal c l eanup of t he pr emi ses.

1. 4 LI QUI DATED DAMAGES- CONSTRUCTI ON

( a) I f t he Cont r act or f ai l s t o compl et e t he wor k wi t hi n t he t i me speci f i ed i n t he cont r act , t he Cont r act or shal l pay l i qui dat ed damages t o t he Gover nment i n t he amount of $1, 193 f or each cal endar day of del ay unt i l t he wor k i s compl et ed or accept ed.

( b) I f t he Gover nment t er mi nat es t he Cont r act or ' s r i ght t o pr oceed, l i qui dat ed damages wi l l cont i nue t o accr ue unt i l t he wor k i s compl et ed. These l i qui dat ed damages ar e i n addi t i on t o excess cost s of r epur chase under t he Ter mi nat i on c l ause. ( FAR 52. 211- 12)

1. 5 CONTRACT DRAWI NGS AND SPECI FI CATI ONS

( a) The Gover nment wi l l pr ovi de t o t he Cont r act or , wi t hout char ge, one set of cont r act dr awi ngs and speci f i cat i ons, except publ i cat i ons i ncor por at ed i nt o t he t echni cal pr ovi s i ons by r ef er ence, i n el ect r oni c or paper medi a as chosen by t he Cont r act i ng Of f i cer .

( b) The Cont r act or shal l - -

( 1) Check al l dr awi ngs f ur ni shed i mmedi at el y upon r ecei pt ;

( 2) Compar e al l dr awi ngs and ver i f y t he f i gur es bef or e l ayi ng out t he wor k;

( 3) Pr ompt l y not i f y t he Cont r act i ng Of f i cer of any di scr epanci es;

( 4) Be r esponsi bl e f or any er r or s t hat mi ght have been avoi ded by compl yi ng wi t h t hi s par agr aph ( b) ; and

( 5) Repr oduce and pr i nt cont r act dr awi ngs and speci f i cat i ons as needed.

( c) I n gener al - -

( 1) Lar ge- scal e dr awi ngs shal l gover n smal l scal e dr awi ngs; and

( 2) The Cont r act or shal l f ol l ow f i gur es mar ked on dr awi ngs i n pr ef er ence t o scal e measur ement s.

( d) Omi ssi ons f r om t he dr awi ngs or speci f i cat i ons or t he mi sdescr i pt i on of det ai l s of wor k whi ch ar e mani f est l y necessar y t o car r y out t he i nt ent of t he dr awi ngs and speci f i cat i ons, or t hat ar e cust omar i l y per f or med, shal l not r el i eve t he Cont r act or f r om per f or mi ng such omi t t ed or mi sdescr i bed det ai l s of t he wor k. The Cont r act or shal l per f or m such det ai l s as i f f ul l y and cor r ect l y set f or t h and descr i bed i n t he dr awi ngs and speci f i cat i ons.

( e) The wor k shal l conf or m t o t he speci f i cat i ons and t he cont r act dr awi ngs i dent i f i ed on t he I NDEX TO DRAWI NGS shown on Dr awi ng No.

G- 001.

( DFARS 252. 236- 7001)

DOCUMENT 00 80 00. 00 09 Page 3

1. 6 CORRESPONDENCE AND ELECTRONI C COMMUNI CATI ON

For ease and speed of communi cat i ons, bot h t he Gover nment and Cont r act or shal l exchange cor r espondence and al l ot her document s dupl i cat e i n bot h har d paper copy and el ect r oni c f or mat . I ncl usi on of an el ect r oni c copy i s i n addi t i on t o any ot her par t s of t he cont r act t hat may speci f y a mi ni mum number of har d copi es t o be submi t t ed, such as f or shop dr awi ng t r ansmi t t al s. El ect r oni c submi ssi on can be accompl i shed by one of t he f ol l owi ng met hods: emai l , f i l e upl oad t o t he f ol l owi ng DoD Saf e websi t e ht t ps: / / saf e. apps. mi l / , or t hr ough t he Resi dent Management Syst em - Cont r act or Mode ( RMS- CM) sof t war e i nt er f ace wi t h t he Resi dent Management Syst em ( RMS) . For mat f or el ect r oni c submi ssi ons wi l l be i n por t abl e document f or mat ( . pdf ) . Fi l e nami ng wi l l be det er mi ned by t he Cont r act i ng Of f i cer and pr esent ed at t he Pr econst r uct i on Conf er ence. Document s i ncl ude al l gener al cor r espondence, admi ni st r at i ve pl ans, al l mat er i al submi t t al s i ncl udi ng shop dr awi ngs, pr ogr ess schedul es, submi t t al r egi st er s, r equest s f or i nf or mat i on ( RFI s) , Qual i t y Cont r ol ( QC) t est r esul t s, pay r equest s, et c. Paper document s wi l l gover n, i n t he event of di scr epancy wi t h t he el ect r oni c ver si on. Gener al l y, paper document s wi l l al so gover n wher e ef f ect i ve r ecei pt dat es ar e r equi r ed, such as cont r act or c l ai ms submi t t ed under t he Di sput es c l ause of t he cont r act and pr ogr ess payment r equest s. However i n t he case of admi ni st r at i ve pl ans, shop dr awi ngs and ot her submi t t al s t r ansmi t t ed f or gover nment r evi ew, bot h t he el ect r oni c and har d copi es ar e r equi r ed t o begi n t he r evi ew pr ocess, so t he ef f ect i ve dat e of r ecei pt wi l l be t he dat e when bot h t he el ect r oni c and har d copi es ar e r ecei ved by t he gover nment .

1. 7 PHYSI CAL DATA

Dat a and i nf or mat i on f ur ni shed or r ef er r ed t o bel ow i s f or t he Cont r act or ' s i nf or mat i on. The Gover nment shal l not be r esponsi bl e f or any i nt er pr et at i on of or concl usi on dr awn f r om t he dat a or i nf or mat i on by t he Cont r act or .

( a) The i ndi cat i ons of physi cal condi t i ons on t he dr awi ngs and i n t he speci f i cat i ons ar e t he r esul t of s i t e i nvest i gat i ons by sur veys.

( b) Weat her Condi t i ons. I nf or mat i on wi t h r espect t o t emper at ur es and pr eci pi t at i on may be obt ai ned f r om t he Nat i onal Weat her Ser vi ce.

( c) Tr anspor t at i on Faci l i t i es.

( 1) Roads. I nt er st at e 49, U. S. Hi ghway No. 71, Al exandr i a- Col f ax Hi ghway, and l ocal r oads ser ve t he gener al ar ea.

( 2) Rai l r oads. The Cont r act or i s r esponsi bl e f or det er mi ni ng t he avai l abi l i t y of r ai l r oad ser vi ce.

( 3) Wat er Rout es. The Red Ri ver Wat er way pr ovi des dependabl e navi gat i on on t he Red Ri ver f r om i t s mout h up t o t he Caddo- Bossi er Por t l ocat ed appr oxi mat el y 13 mi l es downst r eam of Shr evepor t , Loui s i ana. No dependabl e navi gat i on exi st s upst r eam of t hi s poi nt . Dur i ng l ow wat er season, shal l ow dept hs wi l l pr evai l t hr oughout var i ous r eaches above t he por t f aci l i t y and wi l l r est r i ct f ul l 9- f oot navi gat i on. Navi gat i on i nt er est s ar e al so advi sed t o f ami l i ar i ze t hemsel ves wi t h 33 CFR Sect i on 207. 249.

( d) Fl oods.

DOCUMENT 00 80 00. 00 09 Page 4

( 1) Hi gh wat er st ages or event s ar e not t o be consi der ed a " f l ood, " and damages r esul t i ng t her ef r om ar e not compensabl e under Sect i on 01 00 00. 00 09 GENERAL CONTRACT REQUI REMENTS, par agr aph DAMAGE TO WORK unl ess hi gh wat er st ages or event s exceed 34 f eet on t he Red Ri ver at t he Al exandr i a, LA gage.

( FAR 52. 236- 4)

1. 8 PAYMENT FOR MOBI LI ZATI ON AND DEMOBI LI ZATI ON

( a) The Gover nment wi l l pay al l cost s f or t he mobi l i zat i on and demobi l i zat i on of al l of t he Cont r act or ' s pl ant and equi pment at t he cont r act l ump sum pr i ce f or t hi s i t em.

( 1) Si xt y per cent of t he l ump sum pr i ce upon compl et i on of t he Cont r act or ' s mobi l i zat i on at t he wor k s i t e.

( 2) The r emai ni ng f or t y per cent upon compl et i on of demobi l i zat i on.

( b) The Cont r act i ng Of f i cer may r equi r e t he Cont r act or t o f ur ni sh cost dat a t o j ust i f y t hi s por t i on of t he bi d i f t he Cont r act i ng Of f i cer bel i eves t hat t he per cent ages i n subpar agr aphs ( a) ( 1) and ( 2) of t hi s c l ause do not bear a r easonabl e r el at i on t o t he cost of t he wor k i n t hi s cont r act .

( 1) Fai l ur e t o j ust i f y such pr i ce t o t he sat i sf act i on of t he Cont r act i ng Of f i cer wi l l r esul t i n payment , as det er mi ned by t he Cont r act i ng Of f i cer , of - -

( i ) Act ual mobi l i zat i on cost s at compl et i on of mobi l i zat i on;

( i i ) Act ual demobi l i zat i on cost s at compl et i on of demobi l i zat i on;

and

( i i i ) The r emai nder of t hi s i t em i n t he f i nal payment under t hi s cont r act .

( 2) The Cont r act i ng Of f i cer ' s det er mi nat i on of t he act ual cost s i n par agr aph ( b) ( 1) of t hi s c l ause i s not subj ect t o appeal .

( DFARS 252. 236- 7004)

1. 9 EQUI PMENT OWNERSHI P AND OPERATI NG EXPENSE SCHEDULE

( a) Thi s speci al cont r act r equi r ement does not appl y t o t er mi nat i ons. See 52. 249- 500, Basi s f or Set t l ement of Pr oposal s and FAR Par t 49.

( b) Al l owabl e cost f or const r uct i on and mar i ne pl ant and equi pment i n sound wor kabl e condi t i on owned or cont r ol l ed and f ur ni shed by a Cont r act or or subcont r act or at any t i er shal l be based on act ual cost dat a f or each pi ece of equi pment or gr oups of s i mi l ar ser i al and ser i es f or whi ch t he Gover nment can det er mi ne bot h owner shi p and oper at i ng cost s f r om t he cont r act or ' s account i ng r ecor ds. When bot h owner shi p and oper at i ng cost s cannot be det er mi ned f or any pi ece of equi pment or gr oups of s i mi l ar ser i al or ser i es equi pment f r om t he Cont r act or ' s account i ng r ecor ds, cost s f or t hat equi pment shal l be based upon t he appl i cabl e pr ovi s i ons of EP 1110- 1- 8, Const r uct i on Equi pment Owner shi p and Oper at i ng Expense Schedul e, Regi on I I I .

DOCUMENT 00 80 00. 00 09 Page 5

Wor ki ng condi t i ons shal l be consi der ed t o be aver age f or det er mi ni ng equi pment r at es usi ng t he schedul e unl ess speci f i ed ot her wi se by t he Cont r act i ng Of f i cer . For equi pment not i ncl uded i n t he schedul e, r at es f or compar abl e pi eces of equi pment may be used or a r at e may be devel oped usi ng t he f or mul a pr ovi ded i n t he schedul e. For f or war d pr i c i ng, t he schedul e i n ef f ect at t he t i me of negot i at i ons shal l appl y. For r et r oact i ve pr i c i ng, t he schedul e i n ef f ect at t he t i me t he wor k was per f or med shal l appl y.

( c) Equi pment r ent al cost s ar e al l owabl e, subj ect t o t he pr ovi s i ons of FAR 31. 105( d) ( i i ) and FAR 31. 205- 36, Rent al Cost s. Rat es f or equi pment r ent ed f r om an or gani zat i on under common cont r ol , l ease- pur chase ar r angement s, and sal e- l easeback ar r angement s, wi l l be det er mi ned usi ng t he schedul e, except t hat act ual r at es wi l l be used f or equi pment l eased f r om an or gani zat i on under common cont r ol t hat has an est abl i shed pr act i ce of l easi ng t he same or s i mi l ar equi pment t o unaf f i l i at ed l essees.

( d) When act ual equi pment cost s ar e pr oposed and t he t ot al amount of t he pr i c i ng act i on exceeds t he SAT, t he cont r act i ng of f i cer shal l r equest t he Cont r act or t o submi t ei t her cer t i f i ed cost or pr i c i ng dat a, or par t i al / l i mi t ed dat a, as appr opr i at e. The dat a shal l be submi t t ed on St andar d For m 1411, Cont r act Pr i c i ng Pr oposal Cover Sheet .

( USACE Acqui s i t i on I nst r uct i on ( " UAI " ) 31. 105- 101)

NOTE: EP- 1110- 1- 8, " Const r uct i on Equi pment Owner shi p and Oper at i ng Expense Schedul e" i s avai l abl e on t he I nt er net at ht t p: / / www. publ i cat i ons. usace. ar my. mi l / USACEPubl i cat i ons/ Engi neer Pamphl et s. aspx, t hen sear ch f or EP 1110- 1- 8, t hen cl i ck on t he l i nk and t hen choose EP_1110- 1- 8_Vol - 03. pdf or may be pur chased f r om t he Gover nment Pr i nt i ng Of f i ce on CD- ROM by cal l i ng ( 202) 512- 1800.

1. 10 OBSTRUCTI ON OF NAVI GABLE WATERWAYS

( a) The Cont r act or shal l -

( 1) Pr ompt l y r ecover and r emove any mat er i al , pl ant , machi ner y, or appl i ance whi ch t he Cont r act or l oses, dumps, t hr ows over boar d, s i nks, or mi spl aces, and whi ch, i n t he opi ni on of t he Cont r act i ng Of f i cer , may be danger ous t o or obst r uct navi gat i on;

( 2) Gi ve i mmedi at e not i ce, wi t h descr i pt i on and l ocat i ons of any such obst r uct i ons, t o t he Cont r act i ng Of f i cer ; and

( 3) When r equi r ed by t he Cont r act i ng Of f i cer , mar k or buoy such obst r uct i ons unt i l t he same ar e r emoved.

( b) The Cont r act i ng Of f i cer may- -

( 1) Remove t he obst r uct i ons by cont r act or ot her wi se shoul d t he Cont r act or r ef use, negl ect , or del ay compl i ance wi t h par agr aph ( a) of t hi s c l ause; and

( 2) Deduct t he cost of r emoval f r om any moni es due or t o become due t o t he Cont r act or ; or

( 3) Recover t he cost of r emoval under t he Cont r act or ' s bond.

DOCUMENT 00 80 00. 00 09 Page 6

( c) The Cont r act or ' s l i abi l i t y f or t he r emoval of a vessel wr ecked or sunk wi t hout f aul t or negl i gence i s l i mi t ed t o t hat pr ovi ded i n Sect i ons 15, 19, and 20 of t he Ri ver and Har bor Act of Mar ch 3, 1899 ( 33 U. S. C. 410 et . seq) . ( DFARS 52. 236- 7002)

1. 11 GENERAL SECURI TY REQUI REMENTS AND GUI DANCE

The secur i t y r equi r ement s descr i bed bel ow appl y t o al l cont r act per sonnel ( i ncl udi ng empl oyees of t he pr i me Cont r act or ( “ Cont r act or ” ) and al l subcont r act or empl oyees) suppor t i ng t he per f or mance r equi r ement s of t hi s cont r act . The Cont r act or i s r esponsi bl e f or compl i ance wi t h t hese secur i t y r equi r ement s. Quest i ons r egar di ng secur i t y mat t er s shal l be addr essed t o t he desi gnat ed Gover nment r epr esent at i ve ( e. g. , Cont r act i ng Of f i cer Repr esent at i ve ( COR) , Requi r i ng Act i v i t y ( RA) r epr esent at i ve, or Cont r act i ng Of f i cer ( i f a COR or ot her RA r epr esent at i ve i s not appoi nt ed) ) . Cont r act per sonnel ar e cr i t i cal t o t he over al l secur i t y and saf et y of US Ar my Cor ps of Engi neer s ( USACE) i nst al l at i ons, f aci l i t i es and act i v i t i es, and secur i t y awar eness t r ai ni ng cont r i but es t o t hose ef f or t s.

The Depar t ment of Def ense ( DoD) and Ar my secur i t y t r ai ni ng r equi r ement s speci f i ed bel ow, i f appl i cabl e, ar e per f or mance r equi r ement s; al l appl i cabl e cont r act per sonnel shal l compl et e i ni t i al t r ai ni ng wi t hi n 30 days of cont r act awar d or t he dat e new cont r act per sonnel begi n per f or mance on t he cont r act . Wi t hi n f i ve busi ness days f r om t he compl et i on of t r ai ni ng, t he Cont r act or shal l pr ovi de wr i t t en document at i on ( e. g. , emai l or memor andum) t o t he Gover nment r epr esent at i ve. The document at i on shal l i ncl ude t he names of cont r act per sonnel t r ai ned and whi ch t r ai ni ng t hey compl et ed; t he Cont r act or shal l mai nt ai n t r ai ni ng r ecor ds as par t of t hei r cont r act f i l es and be pr epar ed t o pr ovi de copi es of t r ai ni ng cer t i f i cat es t o t he Gover nment r epr esent at i ve. Cont r act or per sonnel and vehi c l es ar e subj ect t o sear ch when ent er i ng f eder al i nst al l at i ons.

Addi t i onal l y, al l cont r act per sonnel shal l compl y wi t h For ce Pr ot ect i on Condi t i on ( FPCON) measur es, Random Ant i t er r or i sm Measur es ( commonl y r ef er r ed t o as “ RAMs” ) , and Heal t h Pr ot ect i on Condi t i on ( HPCON) measur es.

The Cont r act or i s r esponsi bl e f or meet i ng per f or mance r equi r ement s dur i ng el evat ed FPCON and/ or HPCON l evel s i n accor dance wi t h appl i cabl e RA pl ans and pr ocedur es, t o i ncl ude i dent i f y i ng mi ssi on essent i al and non- mi ssi on essent i al per sonnel . I n addi t i on t o t he changes ot her wi se aut hor i zed by t he changes cl ause of t hi s cont r act , shoul d t he FPCON or HPCON l evel s at any i ndi v i dual f aci l i t y or i nst al l at i on change, t he Gover nment may i mpl ement secur i t y changes t hat af f ect cont r act per sonnel . The Cont r act or shal l ensur e al l cont r act per sonnel ar e awar e of t hei r secur i t y r esponsi bi l i t i es, i ncl udi ng any si t e- speci f i c r equi r ement s i dent i f i ed i n l ocal pol i c i es or pr ocedur es.

1. 12 ANTI TERRORI SM ( AT) LEVEL 1 TRAI NI NG

Al l cont r act per sonnel r equi r i ng r out i ne access t o Ar my i nst al l at i ons, f aci l i t i es, and cont r ol l ed access ar eas, or r equi r i ng net wor k access shal l compl et e i ni t i al and annual r ef r esher AT Level I awar eness t r ai ni ng.

Onl i ne AT Level I awar eness t r ai ni ng i s avai l abl e at ht t ps: / / j ko. j t en. mi l / ( websi t e subj ect t o change) .

1. 13 SUSPI CI OUS ACTI VI TY REPORTI NG TRAI NI NG ( E. G. , I WATCH, CORPSWATCH, OR

SEE SOMETHI NG, SAY SOMETHI NG

Al l cont r act per sonnel shal l r ecei ve i ni t i al and annual r ef r esher t r ai ni ng f r om t he RA r epr esent at i ve on t he l ocal suspi c i ous act i v i t y r epor t i ng pr ogr am. Thi s l ocal l y devel oped t r ai ni ng pr ovi des cont r act per sonnel wi t h gener al i nf or mat i on on suspi c i ous behavi or , and gui dance on r epor t i ng

DOCUMENT 00 80 00. 00 09 Page 7 suspi c i ous act i v i t y t o t he pr oj ect manager , secur i t y r epr esent at i ve or l aw enf or cement ent i t y.

1. 14 PRE- SCREEN CANDI DATES USI NG E- VERI FY PROGRAM

Cont r act or s shal l compl y wi t h t he r equi r ement s set f or t h i n FAR cl ause

52. 222- 54 Empl oyment El i gi bi l i t y Ver i f i cat i on and FAR Subpar t 22. 18 i n usi ng t he E- Ver i f y Pr ogr am at ( ht t ps: / / www. e- ver i f y. gov/ ) ( websi t e subj ect t o change) t o meet t he cont r act empl oyment el i gi bi l i t y r equi r ement s.

Cont r act or s ar e encour aged t o cooper at e wi t h Feder al and St at e agenci es r esponsi bl e f or enf or ci ng l abor r equi r ement s t o i ncl ude el i gi bi l i t y f or empl oyment under Uni t ed St at es i mmi gr at i on l aws i n accor dance wi t h FAR

22. 102- 1( i ) . An i ni t i al l i s t of ver i f i ed/ el i gi bl e candi dat es shal l be pr ovi ded t o t he COR no l at er t han t hr ee busi ness days af t er t he i ni t i al cont r act awar d. When cont r act s ar e wi t h i ndi v i dual s, t he i ndi v i dual s wi l l be r equi r ed t o compl et e a For m I - 9, Empl oyment El i gi bi l i t y Ver i f i cat i on, and submi t i t t o t he Cont r act i ng Of f i cer t o become par t of t he of f i c i al cont r act f i l e.

1. 15 FOREI GN NATI ONALS WORKI NG ON GOVERNMENT CONTRACTS

Gover nment Appr oval MUST be obt ai ned PRI OR t o any non- U. S. Ci t i zen bei ng per mi t t ed t o wor k on a gover nment cont r act . The Cont r act or must submi t a l et t er r equest i ng appr oval v i a t he Cont r act i ng Of f i cer / Cont r act i ng Of f i cer Repr esent at i ve t o t he Vi cksbur g Di st r i ct Secur i t y Of f i cer . The l et t er must i ncl ude t he cont r act number , per i od of per f or mance, l ocat i on( s) of wor k per f or mance and at t ach a copy of t he i ndi v i dual ’ s passpor t and vi sa/ wor k aut hor i zat i on document s.

PART 2 PRODUCTS ( Not Appl i cabl e)

PART 3 EXECUTI ON ( Not Appl i cabl e)

- - End of Sect i on - -

DOCUMENT 00 80 00. 00 09 Page 8

SECTI ON TABLE OF CONTENTS

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

SECTI ON 35 21 20. 00 09

STONE DI KE

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SCOPE OF WORK

1. 3 GOVERNMENT TESTI NG AND STUDI ES

1. 3. 1 St one

1. 3. 1. 1 Gener al

1. 3. 1. 2 Sour ces

1. 4 SUBMI TTALS

PART 2 PRODUCTS

2. 1 STONE

2. 1. 1 Gener al

2. 1. 2 Eval uat i on Test i ng

2. 1. 3 Gr adat i on Test

PART 3 EXECUTI ON

3. 1 STONE PLACEMENT

3. 2 PLACEMENT CONTROL

3. 2. 1 Al i gnment Cont r ol

3. 2. 2 Di st ance Cont r ol

3. 2. 3 Dept h Fi nder

3. 2. 4 Nonper mi t t ed Devi ces

3. 3 TESTS

3. 3. 1 Gener al

3. 3. 2 Repor t i ng

3. 3. 3 St andar d Test Met hod f or Gr adat i on of Ri pr ap and Gr aded St one

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

SECTI ON 35 21 20. 00 09 Page 1

SECTI ON 35 21 20. 00 09

STONE DI KE

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 i n t he t ext by basi c desi gnat i on onl y.

ASTM I NTERNATI ONAL ( ASTM)

ASTM C127 ( 2015) St andar d Test Met hod f or Densi t y, Rel at i ve Densi t y ( Speci f i c Gr avi t y) , and Absor pt i on of Coar se Aggr egat e

ASTM C295/ C295M ( 2019) St andar d Gui de f or Pet r ogr aphi c Exami nat i on of Aggr egat es f or Concr et e

ASTM D3740 ( 2019) Mi ni mum Requi r ement s f or Agenci es Engaged i n t he Test i ng and/ or I nspect i on of Soi l and Rock as Used i n Engi neer i ng Desi gn and Const r uct i on

ASTM D4992 ( 2014; E 2015) Eval uat i on of Rock t o be Used f or Er osi on Cont r ol

ASTM D5312/ D5312M ( 2012; R 2013) Eval uat i on of Dur abi l i t y of Rock f or Er osi on Cont r ol Under Fr eezi ng and Thawi ng Condi t i ons

ASTM D5313/ D5313M ( 2012; R 2013) Eval uat i on of Dur abi l i t y of Rock f or Er osi on Cont r ol Under Wet t i ng and Dr yi ng Condi t i ons

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

COE CRD- C 144 ( 1992) St andar d Test Met hod f or Resi st ance of Rock t o Fr eezi ng and Thawi ng

COE CRD- C 148 ( 1969) Met hod of Test i ng St one f or Expansi ve Br eakdown on Soaki ng i n Et hyl ene Gl ycol

COE CRD- C 169 ( 1997) St andar d Test Met hod f or Resi st ance of Rock t o Wet t i ng and Dr yi ng

1. 2 SCOPE OF WORK

The wor k pr ovi ded f or her ei n consi st s of f ur ni shi ng al l pl ant , l abor , equi pment , and mat er i al s and per f or mi ng al l wor k i n st r i ct accor dance wi t h t he speci f i cat i ons, dr awi ngs and schedul es f or const r uct i on of t he st one di kes.

SECTI ON 35 21 20. 00 09 Page 2

1. 3 GOVERNMENT TESTI NG AND STUDI ES

1. 3. 1 St one

1. 3. 1. 1 Gener al

Al l st one shal l be dur abl e mat er i al as appr oved by t he Cont r act i ng Of f i cer .

St one shal l be of a sui t abl e qual i t y t o ensur e per manence i n t he st r uct ur e and i n t he c l i mat e i n whi ch i t i s t o be used. I t shal l be f r ee f r om cr acks, bl ast f r act ur es, beddi ng, seams and ot her def ect s t hat woul d t end t o i ncr ease i t s det er i or at i on f r om nat ur al causes. The st one shal l be c l ean and r easonabl y f r ee f r om soi l , quar r y f i nes, and shal l cont ai n no r ef use.

1. 3. 1. 2 Sour ces

St one shal l be f ur ni shed f r om any of t he sour ces l i s t ed at t he end of t hi s sect i on, or at t he opt i on of t he Cont r act or may be f ur ni shed f r om any ot her sour ce desi gnat ed by t he Cont r act or and accept ed by t he Cont r act i ng Of f i cer , subj ect t o t he condi t i ons her ei n st at ed. I f t he Cont r act or pr oposes t o f ur ni sh st one f r om a sour ce not cur r ent l y l i s t ed at t he end of t hi s sect i on, t he Gover nment wi l l eval uat e t he qual i t y t est dat a pr ovi ded by t he cont r act or t o det er mi ne whet her accept abl e st one can be pr oduced f r om t he pr oposed sour ce. Sat i sf act or y ser vi ce r ecor ds on ot her wor k may be accept abl e. I n or der f or st one t o be accept abl e on t he basi s of ser vi ce r ecor ds, st one of a s i mi l ar s i ze must have been pl aced i n a s i mi l ar t hi ckness and exposed t o weat her i ng under s i mi l ar condi t i ons as ar e ant i c i pat ed f or t hi s cont r act , and must have sat i sf act or i l y wi t hst ood such weat her i ng f or a mi ni mum of 5 year s.

a. Li st of Sour ces. On t he basi s of i nf or mat i on and dat a avai l abl e t o t he Cont r act i ng Of f i cer , st one meet i ng t he qual i t y r equi r ement s of t hese speci f i cat i ons has been pr oduced f r om t he sour ces l i s t ed at t he end of t hi s sect i on.

Sel ect i on of Sour ce. The Cont r act or shal l desi gnat e i n wr i t i ng onl y one sour ce or one combi nat i on of sour ces f r om whi ch he pr oposes t o f ur ni sh st one. I f t he Cont r act or pr oposes t o f ur ni sh st one f r om a sour ce not l i s t ed at t he end of t hi s sect i on, he may desi gnat e onl y a s i ngl e unl i st ed sour ce f or st one and he shal l not i f y t he Cont r act i ng Of f i cer at l east 60 wor kdays bef or e t he st one l eaves t he quar r y. I t i s t he Cont r act or ' s r esponsi bi l i t y t o det er mi ne t hat t he st one sour ce or combi nat i on of sour ces sel ect ed i s capabl e of pr ovi di ng t he qual i t y, quant i t i es and gr adat i on needed and at t he r at e needed t o mai nt ai n t he schedul ed pr ogr ess of t he wor k.

c. Accept ance of Mat er i al s. Accept ance of a sour ce of st one i s not t o be const r ued as accept ance of al l mat er i al f r om t hat sour ce. The r i ght i s r eser ved t o r ej ect mat er i al s f r om cer t ai n l ocal i zed ar eas, zones, st r at a, or channel s, when such mat er i al s ar e unsui t abl e f or st one as det er mi ned by t he Cont r act i ng Of f i cer . The Cont r act i ng Of f i cer al so r eser ves t he r i ght t o r ej ect i ndi v i dual uni t s of pr oduced speci f i ed mat er i al s i n st ockpi l es at t he quar r y, al l t r ansf er poi nt s, and at t he pr oj ect const r uct i on s i t e when such mat er i al s ar e det er mi ned t o be unsui t abl e. Dur i ng t he cour se of t he wor k, t he st one may be t est ed by t he Gover nment , i f t he Cont r act i ng Of f i cer det er mi nes t hat t est i ng i s necessar y. I f such t est s ar e det er mi ned necessar y, t he t est i ng wi l l be done i n t he Gover nment ' s t est i ng l abor at or y.

Mat er i al s pr oduced f r om a l i s t ed or unl i st ed sour ce shal l meet al l t he

SECTI ON 35 21 20. 00 09 Page 3 r equi r ement s her ei n. The cost of t est i ng wi l l be at t he Gover nment ' s expense. Dur i ng t he cont r act per i od, bot h pr i or t o and af t er mat er i al s ar e del i ver ed t o t he j ob s i t e, v i sual i nspect i ons and measur ement s of t he st one mat er i al s may be per f or med by t he Cont r act i ng Of f i cer . I f t he Cont r act i ng Of f i cer , dur i ng t he i nspect i ons, f i nds t hat t he st one qual i t y, gr adat i on or wei ght s of st one bei ng f ur ni shed ar e not as speci f i ed or ar e quest i onabl e, r e- sampl i ng and r e- t est i ng by t he Cont r act or shal l be r equi r ed.

Sampl i ng of t he del i ver ed st one f or t est i ng and t he manner i n whi ch t he t est i ng i s t o be per f or med shal l be as di r ect ed by t he Cont r act i ng Of f i cer . Thi s addi t i onal sampl i ng and t est i ng shal l be per f or med at t he Cont r act or ' s expense when t est r esul t s i ndi cat e t hat t he mat er i al s do not meet speci f i ed r equi r ement s. When t est r esul t s i ndi cat e t hat mat er i al s meet speci f i ed r equi r ement s, an equi t abl e adj ust ment i n t he cont r act pr i ce wi l l be made f or t he sampl i ng and t est i ng. Any mat er i al r ej ect ed shal l be r emoved or di sposed of as speci f i ed and at t he Cont r act or ' s expense.

1. 4 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or al l 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 . The f ol l owi ng shal l be submi t t ed i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 06 Test Repor t s

Gr adat i on Test

The gr adat i on t est s shal l be submi t t ed usi ng t he GRADATI ON TEST DATA SHEET encl osed at end of t hi s sect i on.

Eval uat i on Test s

Qual i t y t est s on t he st one i n accor dance wi t h par agr aph EVALUATI ON TESTI NG shal l be t he r esponsi bi l i t y of t he Cont r act or and submi t t ed f or appr oval pr i or t o del i ver y of such mat er i al t o t he wor ksi t e.

SD- 07 Cer t i f i cat es

Cer t i f i cat i on

Cer t i f i cat es of compl i ance at t est i ng t hat t he mat er i al s meet speci f i cat i on r equi r ement s shal l be submi t t ed t o t he Cont r act i ng Of f i cer .

Labor at or y

A copy of t he t est i ng l abor at or y ' s cer t i f i cat i on and i nspect i on r epor t shal l be submi t t ed al ong wi t h act i ons t aken t o cor r ect def i c i enci es.

SECTI ON 35 21 20. 00 09 Page 4

PART 2 PRODUCTS

2. 1 STONE

2. 1. 1 Gener al

Onl y quar r i ed st one shal l be used. Gr adat i on shal l conf or m t o t he t abl es bel ow and t o t he pl at es at t ached at t he end of t hi s sect i on. A maxi mum of 10 per cent f l at and el ongat ed pi eces wi l l be accept abl e. A f l at and el ongat ed pi ece of st one i s def i ned as a st one wi t h ei t her t he wi dt h or t hi ckness of t he pi ece bei ng l ess t han one t hi r d of t he l engt h.

GRADED STONE " B"

St one Wei ght i n Pounds Cumul at i ve Per cent Fi ner by Wei ght

1200 100

750 72- 100

200 40- 65

50 20- 38

10 5- 22

5 0- 15

1 0- 5

A pl ot of t he gr adat i on cur ve i s at t ached at t he end of t hi s sect i on.

GRADED STONE " C"

St one Wei ght i n Pounds Cumul at i ve Per cent Fi ner by Wei ght

400 100

250 70- 100

100 50- 80

30 32- 58

5 15- 34

1 2- 20 l ess t han 1/ 2" maxi mum di mensi on

0- 10

A pl ot of t he gr adat i on cur ve i s at t ached at t he end of t hi s sect i on.

SECTI ON 35 21 20. 00 09 Page 5

2. 1. 2 Eval uat i on Test i ng

I f t he Cont r act or pr oposes t o f ur ni sh st one f r om an unl i st ed sour ce, t he Cont r act or shal l have eval uat i on t est s per f or med on st one sampl es col l ect ed f r om t he pr oposed sour ce. The quar r y i nvest i gat i on shal l be per f or med by a r egi st er ed geol ogi st or r egi st er ed engi neer . The t est s t o whi ch t he st one shal l be subj ect ed i ncl ude pet r ogr aphi c exami nat i on ( ASTM C295/ C295M) , bul k speci f i c gr avi t y ( SSD) , absor pt i on ( ASTM C127) , r esi st ance of st one t o f r eezi ng and t hawi ng ( COE CRD- C 144 or ASTM D5312/ D5312M) , and i f ar gi l l aceous l i mest one and sandst one ar e used, r esi st ance t o wet t i ng and dr yi ng ( COE CRD- C 169) .

The l abor at or y t o per f or m t he r equi r ed t est i ng shal l be val i dat ed based on compl i ance wi t h r el evant par agr aphs of ASTM D3740, and no wor k r equi r i ng t est i ng shal l be per mi t t ed unt i l t he l abor at or y has been i nspect ed and val i dat ed. The f i r st i nspect i on of t he f aci l i t i es shal l be at t he expense of t he Gover nment and any subsequent i nspect i ons r equi r ed because of f ai l ur e of t he f i r st i nspect i on shal l be at t he expense of t he Cont r act or .

Uni t Wei ght and Absor pt i on. St one shal l wei gh mor e 155 pounds per cubi c f oot . The st one shal l have an absor pt i on l ess t han 2 per cent unl ess ot her t est s and ser vi ce r ecor ds show t hat t he st one i s sat i sf act or y. The met hod of t est f or uni t wei ght and absor pt i on shal l be ASTM C127, except t he uni t wei ght shal l be cal cul at ed i n accor dance wi t h Not e No. 5 usi ng bul k speci f i c gr avi t y, sat ur at ed sur f ace dr y.

b. Pet r ogr aphi c Exami nat i on. St one shal l be eval uat ed i n accor dance wi t h ASTM C295/ C295M whi ch shal l i ncl ude i nf or mat i on r equi r ed by ASTM D4992, par agr aph 4, 5, 7 & 10. COE CRD- C 148 shal l be used t o per f or m Et hyl ene gl ycol t est s r equi r ed on r ocks cont ai ni ng smect i t e as speci f i ed i n ASTM D4992 and on sampl es i dent i f i ed t o cont ai n swel l i ng c l ays.

c. Resi st ance t o Fr eezi ng and Thawi ng. St one shal l have a maxi mum l oss of 5 per cent af t er t he number of cycl es speci f i ed i n ASTM D5312/ D5312M, Fi gur e 1, when det er mi ni ng t he dur abi l i t y of st one when subj ect ed t o f r eezi ng and t hawi ng i n accor dance wi t h COE CRD- C 144 or ASTM D5312/ D5312M except t he sampl e t hi ckness shal l be 2 i nches pl us or mi nus 1/ 4 i nch, t he al cohol / wat er sol ut i on shal l cover t he speci men by 3/ 4 i nches pl us or mi nus 1/ 4 i nch dur i ng t he f r eezi ng and t hawi ng cycl es, and t he sur f ace ar ea of one si de of t he sampl e shal l be bet ween 144 squar e i nches and 2, 304 squar e i nches.

d. Resi st ance of Rock t o Wet t i ng and Dr yi ng. St one shal l have a maxi mum l oss of one per cent when det er mi ni ng t he dur abi l i t y of st one when subj ect t o wet t i ng and dr yi ng i n accor dance wi t h COE CRD- C 169 or ASTM D5313/ D5313M, except t he sur f ace ar ea of one si de of t he sampl e shal l be bet ween 144 squar e i nches and 2, 304 squar e i nches.

f . Sampl es. Sampl es of st one f r om a sour ce not l i s t ed at t he end of t hi s sect i on shal l be t aken by a r epr esent at i ve of t he quar r y under t he super vi s i on of t he Cont r act i ng Of f i cer f or t est i ng and accept ance pr i or t o del i ver y of any st one f r om t hi s sour ce t o t he s i t e of t he wor k. I nf or mat i on pr ovi ded wi t h t he sampl es shal l i ncl ude t he l ocat i on wi t hi n t he quar r y f r om whi ch t he sampl e was t aken al ong wi t h a f i el d exami nat i on of t he quar r y. The f i el d exami nat i on shal l i ncl ude t he i nf or mat i on out l i ne i n ASTM D4992, par agr aph 7. Sampl es shal l consi st of at l east t hr ee pi eces of st one, r oughl y cubi cal i n shape and wei ghi ng not l ess t han 150 pounds each f r om each uni t t hat

SECTI ON 35 21 20. 00 09 Page 6 shal l be used i n t he pr oduct i on of t he r equi r ed st one. I f t he sour ce i s an undevel oped quar r y, or i f t he oper at i on has been dor mant f or mor e t han one year such t hat f r esh sampl es ar e not avai l abl e, t he Cont r act or shal l expose f r esh r ock f or 20 f eet hor i zont al l y and f or t he f ul l hei ght of t he f ace pr oposed f or pr oduct i on, pr i or t o t he f i el d eval uat i on. The Cont r act i ng Of f i cer may al so r equi r e document at i on of subsur f ace expl or at i on of an undevel oped quar r y i n or der t o det er mi ne whet her or not suf f i c i ent r eser ves ar e avai l abl e.

The sampl es shal l be shi pped at t he Cont r act or ' s expense t o a l abor at or y val i dat ed by t he gover nment t o per f or m t he r equi r ed t est s.

g. Test s. The t est s shal l be conduct ed by t he Cont r act or i n accor dance wi t h appl i cabl e ASTM and Cor ps of Engi neer s met hods of t est s gi ven i n t he Handbook f or Concr et e and Cement , and shal l be per f or med at a l abor at or y val i dat ed by t he gover nment . The cost of t est i ng shal l be bor ne by t he Cont r act or .

2. 1. 3 Gr adat i on Test

The Cont r act or shal l per f or m a gr adat i on t est or t est s on t he gr aded st one at t he quar r y i n accor dance wi t h par agr aph STANDARD TEST METHOD FOR GRADATI ON OF RI PRAP AND GRADED STONE. The sampl e shal l be t aken by t he Cont r act or i n t he pr esence of t he Cont r act i ng Of f i cer . The Cont r act or shal l not i f y t he Cont r act i ng Of f i cer not l ess t han 3 days i n advance of each t est . I n t he event of unavai l abi l i t y of a Gover nment r epr esent at i ve;

t he Cont r act or shal l per f or m t he t est s and cer t i f y t o t he Cont r act i ng Of f i cer t hat t he st one shi pped compl i es wi t h t he speci f i cat i ons. At l east one gr adat i on t est shal l be per f or med per 50, 000 t ons of each si ze of st one pl aced, but not l ess t han one t est shal l be per f or med. The gr adat i on t est s shal l be r epor t ed usi ng t he f or ms, GRADATI ON TEST DATA SHEET and ENG FORM 4794 R, at t ached at end of t hi s sect i on. The Cont r act or shal l desi gnat e on t he t est f or m t hat por t i on i n t ons of t he l ot t est ed whi ch i s appl i cabl e t o t hi s cont r act . Any devi at i on f r om t he r epor t ed t onnage shal l be cor r ect ed and r ecor ded on a r evi sed GRADATI ON TEST DATA SHEET. The sampl e shal l consi st of not l ess t han 50 t ons f or Gr aded St ones " B" and " C" , and shal l be col l ect ed i n a r andom manner whi ch wi l l pr ovi de a sampl e whi ch accur at el y r ef l ect s t he act ual gr adat i on ar r i v i ng at t he j obsi t e. Fai l ur e of t he t est on t he i ni t i al sampl e and on an addi t i onal sampl e wi l l be consi der ed cause f or r ej ect i on of t he quar r y and/ or quar r y pr ocess, and al l st one r epr esent ed by t he f ai l ed t est s shal l be set asi de and not i ncor por at ed i nt o t he wor k. Any addi t i onal t est s r equi r ed because of t he f ai l ur e of an i ni t i al t est sampl e wi l l not be consi der ed as one of t he ot her r equi r ed t est s. I f col l ect ed by t he t r uckl oad, each t r uckl oad shal l be r epr esent at i ve of t he gr adat i on r equi r ement s. The Cont r act i ng Of f i cer may di r ect addi t i onal t est i ng of t he st one at t he pr oj ect s i t e i f t he st one appear s by v i sual i nspect i on, t o be out of gr adat i on. The Cont r act i ng Of f i cer may di r ect t hi s t est i ng under t he Cont r act Cl ause I NSPECTI ON OF CONSTRUCTI ON. The Cont r act or shal l pr ovi de al l necessar y scr eens, scal es and ot her equi pment , t he oper at i ng per sonnel , and shal l gr ade t he sampl e. Cer t i f i cat i on and t est r esul t s shal l r epr esent st one shi pped f r om t he quar r y. Cer t i f i cat i on and t est s r esul t s must be r ecei ved by t he Cont r act i ng Of f i cer at t he j obsi t e bef or e t he st one i s used i n t he wor k.

PART 3 EXECUTI ON

3. 1 STONE PLACEMENT

The di kes shal l be const r uct ed t o t he el evat i ons, cr oss sect i ons, and

SECTI ON 35 21 20. 00 09 Page 7 mi ni mum t hi cknesses and wi t hi n t he l i mi t s shown on t he cont r act dr awi ngs.

Si de sl opes shal l be det er mi ned by t he angl e of r epose of t he st one, appr oxi mat el y 1V on 1. 25H. The di kes shal l be const r uct ed of Gr aded St one " B" and " C" as speci f i ed i n par agr aph STONE. St one shal l be pl aced i n t he di kes i n such a manner as t o pr oduce a r easonabl y wel l - gr aded mass of st one wi t h t he mi ni mum pr act i cabl e per cent age of voi ds. A t ol er ance of 1 f oot wi l l be al l owed above t he speci f i ed el evat i on and no t ol er ance bel ow t he speci f i ed el evat i on, and 1 f oot under and 2 f eet over t he speci f i ed cr own wi dt h, pr ovi ded t hese var i at i ons ar e gr adual over a mi ni mum di st ance of 100 f eet measur ed al ong t he cent er l i ne. The st one may be pl aced by ei t her backhoe or dr agl i ne equi pped wi t h r ock bucket ; by ei t her f r ont - end l oader or bul l dozer , except when pl aci ng t he base bl anket subaqueousl y;

and by t r ucks and ot her met hods, i f appr oved by t he Cont r act i ng Of f i cer i n wr i t i ng. Addi t i onal st one shal l be added i f ei t her soundi ngs or sect i ons i ndi cat e such t o be necessar y. The l ar ge st ones shal l be wel l di st r i but ed t hr oughout t he mass and t he f i ni shed di kes shal l be f r ee f r om pocket s of smal l st ones and cl ust er s of l ar ge st ones. Bul l dozi ng st one i nt o excavat ed t r enches wi l l not be per mi t t ed. Subaqueous pl acement of st one wi l l not be per mi t t ed at r i ver st age l i mi t at i ons as speci f i ed i n Sect i on 00 80 00. 00 09 SPECI AL CONTRACT REQUI REMENTS, par agr aph PHYSI CAL DATA, wi t hout pr i or appr oval by t he Cont r act i ng Of f i cer i n wr i t i ng, or at any r i ver st age when si t e and cur r ent condi t i ons pr evai l whi ch, i n t he opi ni on of t he Cont r act i ng Of f i cer , make const r uct i on oper at i ons ei t her i mpr act i cal or uneconomi cal .

3. 2 PLACEMENT CONTROL

The Cont r act or shal l be r esponsi bl e f or cont r ol of t he pl acement of st one i n t he di kes, and he shal l f ur ni sh, oper at e, and mai nt ai n necessar y equi pment and f ur ni sh al l necessar y mat er i al and suppl i es. At al l t i mes when st one pl acement f r om f l oat i ng pl ant i s under way, t he means by whi ch t he Cont r act or posi t i ons hi s pl ant , equi pment , and st one suppl y bar ges must f unct i on accur at el y and consi st ent l y. The Cont r act or ' s pl ant and equi pment shal l have a dr agl i ne or backhoe capabl e of bei ng mobi l e on t he spud bar ge and t he f l exi bi l i t y t o per f or m st one pl acement by t he dr ag- of f met hod. The ki ck- of f met hod f or st one pl acement shal l not be used unl ess appr oved by t he Cont r act i ng Of f i cer . What ever t he met hod empl oyed, i t must per mi t t he Cont r act or and t he Gover nment i nspect or r eadi l y t o det er mi ne t he exact posi t i on of t he st one- pl aci ng oper at i on. The Cont r act or shal l not pl ace anchor s f or t he pur pose of hol di ng f l oat i ng pl ant i n pl ace over exi st i ng or par t i al l y compl et ed di kes.

3. 2. 1 Al i gnment Cont r ol

The met hod of al i gnment cont r ol shal l be ei t her a manned t r ansi t or l aser or ei t her col or ed or pol ar i zed l i ght beams, or any ot her met hod demonst r abl e t o be pr act i cabl e and suf f i c i ent l y pr eci se and r el i abl e as appr oved by t he Cont r act i ng Of f i cer ' s Repr esent at i ve.

3. 2. 2 Di st ance Cont r ol

The met hod of di st ance cont r ol f or f l oat i ng pl ant engaged i n t he subaqueous pl acement of st one shal l be ei t her wi r e di st ance wheel or anot her equal l y accur at e measur i ng devi ce as appr oved by Cont r act i ng Of f i cer .

3. 2. 3 Dept h Fi nder

An el ect r oni c r ecor di ng dept h f i nder , appr oved by t he Cont r act i ng Of f i cer

SECTI ON 35 21 20. 00 09 Page 8 i n wr i t i ng, shal l be pr ovi ded dur i ng t he const r uct i on of t he di kes. The dept h f i nder shal l have a r ecor di ng scr ol l not l ess t han 6 i nches wi de wi t h a scal e of not mor e t han 10 f eet of dept h t o t he i nch. The dept h f i nder shal l be capabl e of obt ai ni ng accur at e pr of i l es and cr oss- sect i ons dur i ng const r uct i on of t he di kes and shal l be used t o moni t or ant i c i pat ed and act ual scour and as an ai d i n t he cont r ol of st one pl acement . The Cont r act or shal l f ur ni sh and mai nt ai n an adequat e st ock of r ecor di ng paper f or t he dept h f i nder .

3. 2. 4 Nonper mi t t ed Devi ces

The use of buoys and pi l es of st one pl aced above t he wat er sur f ace as pl acement cont r ol devi ces wi l l not be per mi t t ed. The use of bank t ar get s f or al i gnment cont r ol wi l l not be per mi t t ed f or wor k di st ances of mor e t han 400 f eet wi t hout pr i or appr oval by t he Cont r act i ng Of f i cer i n wr i t i ng.

3. 3 TESTS

3. 3. 1 Gener al

The Cont r act or shal l per f or m gr adat i on t est s t o assur e compl i ance wi t h cont r act r equi r ement s and shal l mai nt ai n det ai l ed r ecor ds.

3. 3. 2 Repor t i ng

Repor t i ng shal l be i n accor dance wi t h par agr aph GRADATI ON TEST.

3. 3. 3 St andar d Test Met hod f or Gr adat i on of Ri pr ap and Gr aded St one

a. Sel ect a r epr esent at i ve sampl e ( Not e No. 1) , wei gh and dump on har d st and.

b. Sel ect speci f i c s i zes ( see exampl e) on whi ch t o r un " i ndi v i dual wei ght l ar ger t han" t est . ( See Not e No. 2) . Pr ocedur e i s s i mi l ar t o t he st andar d aggr egat e gr adat i on t est f or " i ndi v i dual wei ght r et ai ned" .

c. Det er mi ne t he l ar gest s i ze st one i n t he sampl e. ( 100 per cent s i ze)

d. Separ at e by " s i ze l ar ger t han" t he sel ect ed wei ght s, st ar t i ng wi t h t he l ar ger s i zes. Use r ef er ence st ones, wi t h i dent i f i ed wei ght s, f or v i sual compar i son i n separ at i ng t he obvi ousl y " l ar ger t han" st ones.

St ones t hat appear c l ose t o t he speci f i c wei ght must be i ndi v i dual l y wei ghed t o det er mi ne si ze gr oupi ng. Wei ght each si ze gr oup, ei t her i ndi v i dual l y or cumul at i vel y.

e. Par agr aph d above wi l l r esul t i n " i ndi v i dual wei ght r et ai ned" f i gur es. Cal cul at e i ndi v i dual per cent r et ai ned ( heavi er t han) cumul at i ve per cent r et ai ned and cumul at i ve per cent passi ng ( l i ght er t han) . Pl ot per cent passi ng, al ong wi t h t he speci f i cat i on cur ve on ENG For m 4794 R.

NOTE NO. 1: Sampl e Sel ect i on: The most i mpor t ant par t of t he t est and t he l east pr eci se i s t he sel ect i on of a r epr esent at i ve sampl e. No " st andar d" can be devi sed; l ar ger quar r y r un st one i s best sampl ed at t he shot or st ockpi l e by gi ven di r ect i on t o t he l oader ; smal l gr aded st one i s best sampl ed by r andom sel ect i on f r om t he t r anspor t i ng vehi c l es. I f possi bl e, al l par t i es shoul d t ake par t i n t he sampl e sel ect i on, and agr ee bef or e t he sampl e i s r un, t hat t he sampl e i s r epr esent at i ve.

SECTI ON 35 21 20. 00 09 Page 9

NOTE NO. 2: Sel ect i on of Si ze f or Separ at i on: I t i s qui t e possi bl e and accur at e t o r un a gr adat i on usi ng any conveni ent s i zes f or t he separ at i on, wi t hout r ef er ence t o t he speci f i cat i ons.

Af t er t he t est i s pl ot t ed on a cur ve, t hen t he gr adat i on l i mi t s may be pl ot t ed. Over l appi ng gr adat i ons wi t h t hi s met hod ar e no pr obl em. I t i s usual l y mor e conveni ent , however , t o sel ect poi nt s f r om t he gr adat i on l i mi t s, such as t he mi ni mum 50 per cent s i ze, t he mi ni mum 15 per cent s…

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