AMENDMENT_0003_HHD_HP-1_18R0013.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Herbert Hoover Dike Rehabilitation, Structure Replacement S-288 (HP-1) Reconstruction

See Continuation Sheet for complete description of changes.

The Proposal due date is changed from to 27 April 2018 @ 2:00 PM to 04 May 2018 @ 2:00 PM.

All other conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 35

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912EP18R0013

X 9B. DATED (SEE ITEM 11)

22-Mar-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

A0003

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

24-Apr-2018

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EP-18-R-0013 Amendment 0003

SF 30 CONTINUATION

SHEET

Herbert Hoover Dike Rehabilitation, Structure Replacement S-288 (HP-1) Reconstruction

Amendment 0003

SUMMARY OF CHANGES

1. SPECIFICATIONS:

The text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this amendment. The entire section is replaced if there is any change. The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents.

Changes to Specifications:

Volume 1 of 2 – Technical Specifications:

N/A

Volume 2 of 2 – Technical Specifications:

DELETE Section 35 42 00 and REPLACE with the attached revised Section 35 42 00.

DELETE Submittal Register in Section 01 33 00 and REPLACE with the attached revised Submittal Register.

2. DRAWINGS:

DELETE Drawing No. S-63 and REPLACE with the attached revised Drawing No. S-63.

(End of Summary of Changes)

Her ber t Hoover Di ke Rehabi l i t at i on, St r uct ur e Repl acement s S- 288 ( HP- 1) Reconst r uct i on - Gl ades Count y, Fl or i da

SECTI ON TABLE OF CONTENTS

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

SECTI ON 35 42 00

SOI L- BENTONI TE FI LL

PART 1 GENERAL

1. 1 REFERENCES

1. 2 DEFI NI TI ONS

1. 2. 1 Soi l - Bent oni t e Fi l l

1. 2. 2 Embankment Fi l l

1. 2. 3 Sel ect Fi l l

1. 2. 4 Unsat i sf act or y Mat er i al s

1. 2. 5 Degr ee of Compact i on

1. 2. 6 Bent oni t e

1. 2. 7 Wat er

1. 3 SUBMI TTALS

PART 2 PRODUCTS

2. 1 PLANT, EQUI PMENT, MACHI NES, AND TOOLS

PART 3 EXECUTI ON

3. 1 MI XI NG

3. 2 STOCKPI LI NG MATERI ALS

3. 3 PREPARATI ON OF AREA TO BE FI LLED

3. 4 I NSTALLATI ON

3. 4. 1 Li f t Thi ckness

3. 4. 2 Tol er ances

3. 4. 3 Compact i on

3. 5 MOI STURE CONTROL

3. 6 FI ELD QUALI TY CONTROL

3. 6. 1 Test Repor t s

3. 6. 2 Test Resul t s

3. 6. 3 Per meabi l i t y Test

3. 6. 4 Labor at or y Densi t y

3. 6. 5 Fi el d Densi t y

3. 6. 6 Moi st ur e Cont ent

3. 6. 7 Gr ai n Si ze Anal ysi s

3. 6. 8 Li qui d Li mi t and Pl ast i c i t y I ndex

3. 6. 9 Addi t i onal Test i ng

3. 6. 10 Test i ng By The Gover nment

3. 6. 11 Repor t i ng

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

SECTI ON 35 42 00 Page 1

SECTI ON 35 42 00

SOI L- BENTONI TE FI LL

PART 1 GENERAL

1. 1 REFERENCES

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

AMERI CAN PETROLEUM I NSTI TUTE ( API )

API Spec 13A ( 2010; Er r at a 1 2014; Er r at a 2- 3 2015) Speci f i cat i on f or Dr i l l i ng- Fl ui d Mat er i al s

ASTM I NTERNATI ONAL ( ASTM)

ASTM D1556 ( 2007) Densi t y and Uni t Wei ght of Soi l i n Pl ace by t he Sand- Cone Met hod

ASTM D1557 ( 2012; E 2015) St andar d Test Met hods f or Labor at or y Compact i on Char act er i st i cs of Soi l Usi ng Modi f i ed Ef f or t ( 56, 000 f t - l bf / f t 3) ( 2700 kN- m/ m3)

ASTM D2216 ( 2010) Labor at or y Det er mi nat i on of Wat er ( Moi st ur e) Cont ent of Soi l and Rock by Mass

ASTM D2487 ( 2011) Soi l s f or Engi neer i ng Pur poses ( Uni f i ed Soi l Cl assi f i cat i on Syst em)

ASTM D422 ( 1963; R 2007; E 2014; E 2014)

Par t i c l e- Si ze Anal ysi s of Soi l s

ASTM D4318 ( 2010; E 2014) Li qui d Li mi t , Pl ast i c Li mi t , and Pl ast i c i t y I ndex of Soi l s

ASTM D4643 ( 2017) St andar d Test Met hod f or Det er mi nat i on of Wat er Cont ent of Soi l and Rock by Mi cr owave Oven Heat i ng

ASTM D5084 ( 2016a) St andar d Test Met hods f or Measur ement of Hydr aul i c Conduct i v i t y of Sat ur at ed Por ous Mat er i al s Usi ng a Fl exi bl e Wal l Per meamet er

ASTM D6938 ( 2017) St andar d Test Met hod f or I n- Pl ace Densi t y and Wat er Cont ent of Soi l and Soi l - Aggr egat e by Nucl ear Met hods ( Shal l ow Depth)

SECTI ON 35 42 00 Page 2

1. 2 DEFINITIONS

1. 2. 1 Soi l - Bent oni t e Fi l l

Soi l - Bent oni t e Fi l l i s a mi xt ur e of Sel ect Fi l l or Embankment Fi l l , r ef er r ed t o as Base Soi l , and dr y powder ed Bent oni t e mat er i al s uni f or ml y bl ended and t hor oughl y compact ed t o pr oduce a l ow per meabi l i t y f i l l zone whi ch meet s t he cr i t er i a set f or t h i n t he dr awi ngs and speci f i cat i ons.

The Soi l - Bent oni t e Fi l l shal l cont ai n Bent oni t e by dr y wei ght of t he Base Soi l , as det er mi ned i n t he t abl e bel ow.

Tabl e 1: Mi ni mum Per cent Bent oni t e of Soi l - Bent oni t e Fi l l Based on Per cent Fi nes of t he Base Soi l

Base Soi l Per cent Fi nes Mi ni mum Per cent Bent oni t e*

< 2 15 > 2 t o 5 12 > 5 t o 10 9 > 10 6

* Tol er ance of - 1 per cent al l owed.

1. 2. 2 Embankment Fi l l

Embankment Fi l l shal l meet t he pr oper t i es def i ned i n Sect i on 35 41 00 EMBANKMENT CONSTRUCTI ON, subpar agr aph " Embankment Fi l l " of par agr aph

DEFINITIONS.

1. 2. 3 Sel ect Fi l l

Sel ect Fi l l shal l meet t he pr oper t i es def i ned i n Sect i on 35 41 00 EMBANKMENT CONSTRUCTI ON, subpar agr aph " Sel ect Fi l l " of par agr aph

DEFINITIONS.

1. 2. 4 Unsat i sf act or y Mat er i al s

Unsat i sf act or y Mat er i al s ar e def i ned i n Sect i on 35 41 00, subpar agr aph " Unsat i sf act or y Mat er i al s" of par agr aph DEFI NI TI ONS.

1. 2. 5 Degr ee of Compact i on

Degr ee of compact i on r equi r ed i s expr essed as a per cent age of t he maxi mum densi t y obt ai ned by t he t est pr ocedur e i n ASTM D1557.

1. 2. 6 Bentonite

The Bent oni t e shal l be a sodi um cat i on base mont mor i l l oni t e powder ( Pr emi um Gr ade Wyomi ng- t ype Bent oni t e) t hat conf or ms t o t he st andar ds set f or t h i n API Spec 13A, Sect i on 9.

1. 2. 7 Water

Cl ean, pot abl e qual i t y wat er , f r ee of oi l s , aci ds, al kal i , chl or i des, or gani c mat t er , and ot her del et er i ous subst ances.

1. 3 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;

SECTI ON 35 42 00 Page 3 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- 02 Shop Dr awi ngs

Soi l - Bent oni t e Fi l l Mi x Desi gn and Labor at or y Test Resul t s; G, DO

At l east 30 days pr i or t o Soi l - Bent oni t e Fi l l const r uct i on, submi t a r epor t summar i z i ng t he pr ocedur es and r esul t s of t he pr econst r uct i on Soi l - Bent oni t e Fi l l mi x desi gn and t est s, i ncl udi ng si eve anal ysi s, moi st ur e- densi t y r el at i onshi p, l i qui d l i mi t , pl ast i c i t y i ndex, and per meabi l i t y .

SD- 03 Pr oduct Dat a

Equi pment and Pl ans; G, DO

At l east 30 days pr i or t o pl ant assembl y, submi t det ai l s, pl ans ( i ncl udi ng t he l ocat i on of mi xi ng pl ant and mat er i al st or age ar eas) , and dat a on t he pugmi l l mi xi ng pl ant , i ncl udi ng t he manuf act ur er ' s l i t er at ur e on f eed equi pment used t o del i ver t he Bent oni t e and Base Soi l , wat er cont r ol s, st ockpi l i ng pr ocedur es, and moni t or i ng pr ocedur es. Pr i or t o mobi l i zat i on t o t he s i t e, submi t det ai l s on compact i on equi pment and pl acement pr ocedur es.

SD- 06 Test Repor t s

Soi l - Bent oni t e Fi l l Mi x Desi gn and Labor at or y Test Resul t s; G, DO

At l east 30 days pr i or t o Soi l - Bent oni t e Fi l l const r uct i on, submi t a r epor t summar i z i ng t he pr ocedur es and r esul t s of t he pr econst r uct i on Soi l - Bent oni t e Fi l l mi x desi gn and t est s, i ncl udi ng si eve anal ysi s, moi st ur e- densi t y r el at i onshi p, l i qui d l i mi t , pl ast i c i t y i ndex, and per meabi l i t y .

Cal i br at i on Cur ves; G, RO

Cal i br at i on cur ves and r el at ed t est r esul t s, pr i or t o usi ng any devi ce or equi pment bei ng cal i br at ed.

Soi l Cl assi f i cat i on Test ; G, DO

At l east 30 days pr i or t o del i ver y of any Cont r act or - f ur ni shed mat er i al t o t he s i t e of t he wor k, submi t soi l c l assi f i cat i on t est r esul t s, moi st ur e- densi t y cur ves, gr adat i on cur ves, and l abor at or y r esul t s of t he r equi r ed t est s of t he pr oposed mat er i al .

Fi el d Densi t y; G, RO Labor at or y Densi t y; G, RO Nucl ear Densi t y; G, RO

Use nucl ear densi t y t est i ng equi pment i n accor dance wi t h ASTM D6938. I n addi t i on, t he f ol l owi ng condi t i on shal l appl y:

a. Pr i or t o usi ng t he nucl ear densi t y t est i ng equi pment on t he si t e, submi t t o t he Cont r act i ng Of f i cer a cer t i f i cat i on t hat t he oper at or has compl et ed a t r ai ni ng cour se appr oved by t he nucl ear

SECTI ON 35 42 00 Page 4 densi t y t est i ng equi pment manuf act ur er , t he most r ecent dat a sheet f r om t he manuf act ur er ' s cal i br at i on, and a copy of t he most r ecent st at i st i cal check of t he st andar d count pr eci s i on.

b. The nucl ear densi t y t est i ng equi pment shal l be capabl e of ext endi ng a pr obe a mi ni mum of 12 i nches down i nt o a hol e.

SD- 07 Cer t i f i cat es

Cer t i f i cat es of Compl i ance; G, RO

The Cont r act or shal l f ur ni sh t o t he Cont r act i ng Of f i cer a cer t i f i cat e of compl i ance and a copy of t he t est r epor t s f r om t he Bent oni t e manuf act ur er f or each l ot of Bent oni t e shi pped t o t he s i t e st at i ng t hat t he Bent oni t e compl i es wi t h al l appl i cabl e st andar ds. Al l Bent oni t e wi l l be subj ect t o i nspect i on, sampl i ng, and ver i f i cat i on of qual i t y by Cont r act or Qual i t y Cont r ol t est i ng and Gover nment Qual i t y Assur ance t est i ng. No Bent oni t e f r om t he Bent oni t e manuf act ur er shal l be used pr i or t o accept ance by t he Cont r act i ng Of f i cer . Bent oni t e not meet i ng t he speci f i cat i ons shal l be pr ompt l y r emoved f r om t he si t e and r epl aced wi t h Bent oni t e conf or mi ng t o speci f i cat i on r equi r ement s at t he Cont r act or ' s expense. Bent oni t e shal l be pr ot ect ed f r om moi st ur e dur i ng t r ansi t and st or age

PART 2 PRODUCTS

2. 1 PLANT, EQUI PMENT, MACHI NES, AND TOOLS

Pl ant , equi pment , machi nes, and t ool s used i n t he wor k shal l be subj ect t o appr oval and shal l be mai nt ai ned i n a sat i sf act or y wor ki ng condi t i on at al l t i mes. The equi pment shal l have t he capabi l i t y of pr oduci ng t he r equi r ed mi x pr opor t i ons, compact i on, meet i ng gr ade cont r ol s, and thickness.

The cent r al pl ant ( pugmi l l oper at i on) shal l be capabl e of pr oduci ng a uni f or m mi xt ur e of Soi l - Bent oni t e Fi l l at t he r equi r ed Bent oni t e per cent age and moi st ur e cont ent . Not e t hat a vol umet r i c mi xer i n l i eu of a pugmi l l mi xer wi l l not be accept ed under t hi s cont r act . Soi l and Bent oni t e shal l be dr y- mi xed suf f i c i ent l y t o pr event Bent oni t e l umps f r om f or mi ng when wat er i s added. Bl endi ng and mi xi ng of Bent oni t e and Base Soi l on a l i f t at t he s i t e ( i n- pl ace mi xi ng) wi l l not be al l owed.

PART 3 EXECUTI ON

3. 1 MIXING

Embankment Fi l l and dr y powder ed Bent oni t e shal l be f ed i nt o a pugmi l l mi xer at a uni f or m r at e. The f eed r at e shal l be pr edet er mi ned by t he Cont r act or pr i or t o mi xi ng Soi l - Bent oni t e Fi l l f or pl acement i n t he embankment . The mi xt ur e of Soi l - Bent oni t e Fi l l pr oduced by t he cent r al mi xi ng pr ocess shal l meet t he r equi r ement s of Tabl e 1. The mi xi ng pr ocess shal l be cont i nuousl y moni t or ed as par t of t he Cont r act or ' s qual i t y cont r ol pr ocess. Hopper s del i ver i ng i ngr edi ent s t o t he pugmi l l shal l have f eat ur es t hat pr event c l oggi ng of t he hopper s.

Soi l - Bent oni t e Fi l l not meet i ng t he above pr escr i bed t ol er ance wi l l be r ej ect ed. Wat er shal l be added t o t he mi xt ur e of Soi l - Bent oni t e Fi l l such t hat t he moi st ur e cont ent of t he mi xt ur e pr oduced by t he cent r al mi xi ng

SECTI ON 35 42 00 Page 5 pr ocess wi l l be i n t he r ange of - 2 t o +2 per cent of t he opt i mum moi st ur e cont ent as det er mi ned by ASTM D1557. The Embankment Fi l l , Bent oni t e, and Wat er shal l be t hor oughl y mi xed i n t he pugmi l l mi xer such t hat each component of t he mi xt ur e i s uni f or ml y di st r i but ed and t he mi xt ur e i s homogeneous.

3. 2 STOCKPI LI NG MATERI ALS

Base Soi l , i ncl udi ng appr oved mat er i al avai l abl e f r om excavat i on and gr adi ng, shal l be st ockpi l ed i n a manner t hat does not r esul t i n segr egat i on of t hese mat er i al s ( such as by conveyor or by chut e) and at t he l ocat i ons desi gnat ed. Bef or e st ockpi l i ng of mat er i al , t he st or age si t es shal l be c l ear ed, dr ai ned, and l evel ed. When Base Soi l i s pr ovi ded f r om mor e t han one sour ce, mat er i al f r om each sour ce shal l meet t he speci f i ed r equi r ement s and shal l be st ockpi l ed separ at el y.

3. 3 PREPARATI ON OF AREA TO BE FI LLED

Adequat e dr ai nage shal l be pr ovi ded dur i ng t he ent i r e const r uct i on per i od t o pr event wat er f r om col l ect i ng or pondi ng on t he ar eas t o be f i l l ed. No Soi l - Bent oni t e Fi l l shal l be pl aced i n any ar ea of t he embankment unt i l t he f oundat i on has been dewat er ed, compact ed, and appr oved by t he Cont r act i ng Of f i cer . Li ne and gr ade st akes shal l be l ocat ed and pl aced by t he Cont r act or as necessar y f or cont r ol . The ar ea t o be f i l l ed shal l be pr epar ed as descr i bed i n Sect i on 35 41 00.

3. 4 INSTALLATION

3. 4. 1 Li f t Thi ckness

The Soi l - Bent oni t e Fi l l shal l be pl aced i n maxi mum 9- i nch t hi ck l oose lifts.

3. 4. 2 Tolerances

A hor i zont al t ol er ance of 0 i nches i nsi de t o 12 i nches out si de and a ver t i cal t ol er ance of 3 i nches above and 0 i nches bel ow t he l i nes and gr ades shown wi l l be al l owed.

3. 4. 3 Compaction

Af t er pl aci ng each l i f t of Soi l - Bent oni t e Fi l l , compact i on shal l be st ar t ed wi t hi n a maxi mum of 30 mi nut es. Densi t y of compact ed Soi l - Bent oni t e Fi l l shal l be at l east 95 per cent of t he Modi f i ed Pr oct or maxi mum dr y densi t y, det er mi ned i n accor dance wi t h ASTM D1557. Loose l i f t s shal l be uni f or ml y and cont i nuousl y compact ed unt i l t he ent i r e dept h and wi dt h of t he ar ea ar e compact ed t o t he densi t y speci f i ed. Each pass of t he compact i on equi pment shal l over l ap pr evi ous passes by at l east one- hal f t he wi dt h of t he r ol l er . A sheep' s f oot or pneumat i c r ol l er may be r equi r ed. Al t er nat e t r i ps of t he r ol l er shal l be s l i ght l y di f f er ent l engt hs. Di spl acement of t he mi xt ur e shal l not occur due t o t he speed of t he r ol l er . The Soi l - Bent oni t e Fi l l shal l be pl aced such t hat t he sur f ace of t he f i l l s l opes downwar d away f r om t he cul ver t bar r el s on a 6 hor i zont al t o 1 ver t i cal ( 6: 1) s l ope; once f i l l r eaches an el evat i on above t he t op of t he bar r el s, t he Soi l - Bent oni t e Fi l l shal l be br ought t o a l evel pl ane bef or e r ecei v i ng addi t i onal l i f t s . Each l i f t shal l be compact ed such t hat no sl i cken si des ar e f ound bet ween compact ed l i f t s .

Scar i f y f oundat i on and pr evi ousl y pl aced l i f t s t o r emove smoot h sur f aces pr i or t o pl acement of addi t i onal l i f t s .

SECTI ON 35 42 00 Page 6

3. 5 MOI STURE CONTROL

The moi st ur e cont ent at t he sur f ace shal l be mai nt ai ned wi t hi n t he pr escr i bed per cent r ange of t he opt i mum moi st ur e cont ent ( di scussed i n MI XI NG) at al l t i mes t hr oughout t he compact i on oper at i ons. I f any i n- pl ace l i f t of Soi l - Bent oni t e Fi l l i s t oo wet pr i or t o pl aci ng t he next l i f t , t he non- compl i ant mat er i al shal l be al l owed t o dr y t o wi t hi n moi st ur e t ol er ance by di ski ng, aer at i ng, or ot her met hods. I f any i n- pl ace l i f t of Soi l - Bent oni t e Fi l l i s t oo dr y pr i or t o pl aci ng t he next l i f t , t he non- compl i ant mat er i al shal l be l oosened by scar i f y i ng or di ski ng t o dept hs di r ect ed by t he Cont r act i ng Of f i cer , dampened t o wi t hi n moi st ur e t ol er ance, t hor oughl y mi xed i n- pl ace t o a homogenous mi xt ur e, and compact ed i n accor dance wi t h par agr aph " Compact i on" . Al t er nat el y, t he wet or dr y mat er i al can be r emoved and r epl aced at t he Cont r act or ' s expense.

3. 6 FI ELD QUALI TY CONTROL

3. 6. 1 Test Repor t s

Fi el d and l abor at or y t est s shal l be per f or med i n suf f i c i ent number s t o assur e t hat t he speci f i cat i ons ar e bei ng met . Test i ng shal l be t he r esponsi bi l i t y of t he Cont r act or and shal l be per f or med by a USACE val i dat ed commer ci al l abor at or y. Wor k r equi r i ng t est i ng wi l l not be per mi t t ed unt i l t he t est i ng l abor at or y has been i nspect ed and appr oved.

The Cont r act i ng Of f i cer may speci f y t he t i me and l ocat i on of t he t est .

Test i ng r epor t s shal l be f ur ni shed t o t he Cont r act i ng Of f i cer wi t hi n 24 hour s of concl usi on of al l f i el d and l abor at or y t est , as wel l as on a mont hl y basi s.

3. 6. 2 Test Resul t s

Resul t s shal l ver i f y t hat mat er i al s compl y wi t h t he speci f i cat i on. When a mat er i al sour ce i s changed, t he new mat er i al shal l be t est ed f or compl i ance. When def i c i enci es ar e f ound, t he i ni t i al anal ysi s shal l be r epeat ed and t he mat er i al al r eady pl aced shal l be r et est ed t o det er mi ne t he ext ent of unaccept abl e mat er i al . Al l i n- pl ace mat er i al deemed unaccept abl e shal l be r epl aced or r epai r ed t o conf or m t o t he cont r act r equi r ement s at no addi t i onal cost t o t he Gover nment .

3. 6. 3 Per meabi l i t y Test

One per meabi l i t y t est shal l be per f or med i n accor dance wi t h ASTM D5084 Met hod C f or ever y 100 cubi c yar ds of Soi l Bent oni t e Fi l l pr oduced, or at l east t hr ee t est s shal l be per f or med over al l , one f r om near t he bot t om of t he cor e, one f r om near t he cent er and one f r om near t he t op, whi chever i s mor e st r i ngent . The t est sampl e shal l be col l ect ed i n t he f i el d f r om t he same bat ch as t he GRAI N SI ZE ANALYSI S mi xed soi l sampl e, pr i or t o i t s compact i on so t hat t he sampl es ar e r epr esent at i ve of each ot her .

3. 6. 4 Labor at or y Densi t y

One moi st ur e densi t y t est shal l be conduct ed i n accor dance wi t h t he pr ocedur e cont ai ned i n ASTM D1557. An addi t i onal t est shal l be per f or med f or any change i n Base Soi l sour ce or c l assi f i cat i on ( as det er mi ned by ASTM D2487) , or at t he di r ect i on of t he Cont r act i ng Of f i cer .

SECTI ON 35 42 00 Page 7

3. 6. 5 Fi el d Densi t y

Fi el d i n- pl ace densi t y t est s shal l be per f or med i n accor dance wi t h ASTM D1556 and/ or ASTM D6938. Per f or m not l ess t han one i n- pl ace densi t y t est f or each l i f t of Soi l - Bent oni t e Fi l l per s i de of t he cul ver t bar r el s and not l ess t han one per l i f t at hor i zont al l ocat i ons r andoml y st agger ed i n t he f i l l when f i l l has r eached el evat i ons above t he bar r el s. When nucl ear met hod i s used f or i n- pl ace densi t y t est i ng accor di ng t o ASTM D6938, t he f i r st dai l y t est and ever y t ent h t est t her eaf t er or t he f i r st dai l y t est and once ever y t hi r d l i f t t her eaf t er , whi chever i s mor e f r equent , f or each mat er i al t ype shal l i ncl ude a sand cone cor r el at i on t est i n accor dance wi t h ASTM D1556. The sand cone t est shal l be per f or med adj acent t o t he l ocat i on of t he nucl ear t est , and shal l i ncl ude a nomi nal 6- i nch di amet er sand cone, and shal l i ncl ude a mi ni mum wet soi l wei ght of 6 pounds ext r act ed f r om t he hol e. The densi t y cor r el at i ons shal l be submi t t ed wi t h t est r esul t s.

Each t r ansmi t t al i ncl udi ng densi t y t est dat a shal l be pr ovi ded el ect r oni cal l y as an Excel Spr eadsheet ( . x l s) f i l e i n addi t i on t o PDF f or mat and must i ncl ude a summar y of al l densi t y cor r el at i ons f or t he j ob neat l y pr epar ed on a summar y sheet i ncl udi ng at a mi ni mum:

a. Met er ser i al number and oper at or ' s i ni t i al s

b. St andar d count f or each t est

c. Descr i pt i on of mat er i al t ype, i ncl udi ng USCS cl assi f i cat i on and color

d. Pr obe dept h

e. Moi st ur e cont ent by each t est met hod and t he devi at i on f . Wet densi t y by each t est met hod and t he devi at i on

g. Det ai l ed t est l ocat i on - St at e pl ane coor di nat es ( x and y) , el evat i on, and dat e

h. Dat e of l ast cal i br at i on of met er i ncl udi ng cer t i f i cat i on i . Cor r espondi ng Labor at or y Densi t y and Moi st ur e Test j . Whet her t est passed or f ai l ed

3. 6. 6 Moi st ur e Cont ent

Det er mi nat i on of wat er cont ent shal l be per f or med i n accor dance wi t h ASTM D6938 when nucl ear densi t y t est met hod i s used. When nucl ear met hod i s used f or i n- pl ace moi st ur e cont ent , t he f i r st and ever y t ent h t est t her eaf t er f or each mat er i al t ype shal l i ncl ude det er mi nat i on of moi st ur e cont ent based on ASTM D2216. ASTM D4643 may be used when r api d moi st ur e cont ent r esul t s ar e needed or as a subst i t ut e t o ASTM D6938 or i f i t i s det er mi ned t hat t he l at t er i s not r el i abl e. Al l r api d r esul t s obt ai ned by ASTM D4643 shal l be conf i r med by a t est on a dupl i cat e sampl e per f or med i n accor dance wi t h ASTM D2216. I n t he event of s i gni f i cant di sagr eement ( mor e t han 2%) bet ween t he ASTM D6938 and ASTM D2216 t est s, ASTM D2216 shal l gover n and ASTM D6938 shal l no l onger be used unt i l cal i br at i on t est s show agr eement bet ween met hods. I n t he event t hat ASTM D6938 cannot be cal i br at ed t o pr ovi de accur at e r esul t s, ASTM D4643 and ASTM D2216 shal l be used excl usi vel y t o det er mi ne moi st ur e. One ( 1) moi st ur e cont ent t est wi l l be per f or med each t i me a densi t y t est i s per f or med on any gi ven l i f t .

3. 6. 7 Gr ai n Si ze Anal ysi s

Gr ai n s i ze anal ysi s t est s shal l be per f or med i n accor dance wi t h ASTM D422.

One ser i es of t est s shal l be conduct ed at t he begi nni ng of each wor k shi f t wher e Soi l - Bent oni t e Fi l l i s t o be pr oduced. A ser i es of t est s shal l i ncl ude a gr ai n s i ze anal ysi s on r epr esent at i ve sampl es of t he st ockpi l ed

SECTI ON 35 42 00 Page 8

Base Soi l and one gr ai n s i ze anal ysi s on r epr esent at i ve sampl es of t he mi xed Soi l - Bent oni t e Fi l l , as pl aced.

3. 6. 8 Li qui d Li mi t and Pl ast i c i t y I ndex

One l i qui d l i mi t and pl ast i c i t y i ndex shal l be per f or med on t he Soi l - Bent oni t e Fi l l f or each gr ai n s i ze anal ysi s conduct ed. Li qui d l i mi t and pl ast i c i t y i ndex shal l be i n accor dance wi t h ASTM D4318.

3. 6. 9 Addi t i onal Test i ng

The Cont r act i ng Of f i cer may r equest addi t i onal t est s i f t her e i s r eason t o doubt t he adequacy of t he compact i on, speci al compact i on pr ocedur es ar e bei ng used, mat er i al s change, i f t he Cont r act i ng Of f i cer det er mi nes t hat t he Cont r act or ' s t est i ng i s i nadequat e, or t he Cont r act or i s concent r at i ng backf i l l and f i l l oper at i ons i n a r el at i vel y smal l ar ea.

3. 6. 10 Test i ng By The Gover nment

Dur i ng t he l i f e of t hi s cont r act , t he Gover nment or i t s subcont r act ed l ab wi l l per f or m qual i t y assur ance t est s. The Cont r act or shal l make mat er i al s avai l abl e f or t est i ng and expose mat er i al s f or t est i ng at t he r equest of t he Cont r act i ng Of f i cer f or t he dur at i on of t hi s cont r act . The Cont r act or wi l l pr ovi de a mi ni mum of 72 hour not i ce pr i or t o conduct i ng sampl e col l ect i on at mat er i al pr ovi der s i t e t o al l ow gover nment t he abi l i t y t o schedul e r esour ces f or any spl i t sampl i ng dur i ng t he dur at i on of t he contract.

3. 6. 11 Reporting

On a dai l y basi s, f ur ni sh t he i nspect i on r ecor ds and al l mat er i al t est i ng r esul t s, t he quant i t y of f i l l pl aced, as wel l as t he r ecor ds of cor r ect i ve act i on t aken, i n accor dance wi t h Sect i on 01 45 04 CONTRACTOR QUALI TY

CONTROL.

- - End of Sect i on - -

SECTI ON 35 42 00 Page 9

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 23 PAGES

W912EP-18-R-0013

Herbert Hoover Dike Rehabilitation, Structure Replacements

01 11 00 SD-02 Shop Drawings

G DOBypass of Water Plan

G ROTraffic Plan

1.5.5 G ROTemporary Safety Barrier Plan

1.3.3 G ROTemporary Turnouts Design Plan

01 22 00 SD-01 Preconstruction Submittals

G ROSchedule of Values

SD-07 Certificates

3.1.1 G RORequest for Progress Payment

3.1.1 G RORequest for Progress Payment

01 30 00 SD-01 Preconstruction Submittals

List of Subcontractors

SD-07 Certificates

Signature Authority

Drug-Free Work Place Record

01 32 01 SD-01 Preconstruction Submittals

1.3 G ROProject Scheduler Qualifications

3.4.1 G ROPreliminary Project Schedule

3.4.2 G ROInitial Project Schedule

3.6.2 G ROPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

G ROExport File

01 35 25 SD-01 Preconstruction Submittals

G RODive Operations Plan

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Herbert Hoover Dike Rehabilitation, Structure Replacements

01 35 26 SD-01 Preconstruction Submittals

1.6 G DOAccident Prevention Plan (APP)

1.7 G DOActivity Hazard Analysis (AHA)

SD-02 Shop Drawings

1.6.1 G DOCrane Critical Lift Plan

1.6.1 G ROStandard Lift Plan (SLP)

SD-06 Test Reports

1.11Notifications and Reports

1.11.1Accident Reports

1.11.2Crane Reports

SD-07 Certificates

1.8Confined Space Entry Permit

1.8Hot work permit

1.13License Certificates

1.5.2.3 G DOCrane Operators

1.11.3Certificate of Compliance

01 45 04 SD-01 Preconstruction Submittals

3.2 G ROContractor Quality Control (CQC)

Plan

G ROInitial Work Schedule

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3.7.2 G ROLaboratory Qualifications

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01 50 02 SD-01 Preconstruction Submittals

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Herbert Hoover Dike Rehabilitation, Structure Replacements

01 50 02 SD-02 Shop Drawings

3.7Contractor's Temporary Facilities

Temporary Electric Drawings

01 52 10 SD-02 Shop Drawings

2.1Contracting Officer's Field Office

01 57 20 SD-01 Preconstruction Submittals

G DOInvasive and Nuisance Species

Transfer Prevention Plan

G DOEnvironmental Protection Plan

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G DOBird Monitoring Qualifications

G DOEastern Indigo Snake Observer

G DOFlorida Bonneted Bat

Qualifications

SD-11 Closeout Submittals

Logs/Final Summary Report

Eastern Indigo Snake Monitoring

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Sheet

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01 57 25 SD-03 Product Data

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Herbert Hoover Dike Rehabilitation, Structure Replacements

01 57 25 Turbidity Monitoring

01 57 50 SD-02 Shop Drawings

G DODrilling Program Plan

01 78 02 SD-02 Shop Drawings

G ROAs-Builts

SD-03 Product Data

1.3.3 G ROAs-Built Record of Equipment

and Materials

1.4.1 G ROWarranty Management Plan

1.4.5 G ROWarranty Tags

1.7 G ROFinal Cleaning

02 41 00 SD-02 Shop Drawings

1.2.1 G RODemolition Plan

03 11 13 SD-02 Shop Drawings

3.1.1 G DOFormwork

SD-03 Product Data

1.2Design

2.1Form Materials

2.1.5Form Releasing Agents

SD-06 Test Reports

3.5Inspection

3.4.1 G DOFormwork Not Supporting Weight

of Concrete

03 15 00 SD-02 Shop Drawings

2.4 G DOWaterstops

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Herbert Hoover Dike Rehabilitation, Structure Replacements

03 15 00 2.2Preformed Expansion Joint Filler

2.3Sealant

2.4Waterstops

SD-04 Samples

2.3.2Lubricant for Preformed

Compression Seals

2.3.3Field-Molded Type

2.4.1Non-metallic Materials

2.4Waterstops

2.5.2 G DOSplicing Waterstops

SD-07 Certificates

2.2Preformed Expansion Joint Filler

2.3Sealant

2.4Waterstops

03 20 00 SD-02 Shop Drawings

3.1 G DOReinforcement

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1.3.1Welding

3.1.4.2 G DOButt-Splices

2.8 G DOMaterial

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2.8 G DOMaterial

2.8 G DOTests, Inspections, and

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Herbert Hoover Dike Rehabilitation, Structure Replacements

03 20 00 1.3.2Qualification of Steel Bar

Butt-Splicers

03 31 01 SD-03 Product Data

G ROOn-Site Batch Plant

1.2 G ROConcrete Mixture Proportions

1.4Testing Technicians

2.2.2 G ROConveying Equipment

1.4Concrete Construction Inspector

(CCI)

3.1.4 G ROConstruction Joint Treatment

G ROCuring and Protection

3.2.5 G ROHot Weather Placing

3.2.4 G ROCold Weather Placing

G ROThermal Analysis

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G ROQuality of Aggregates

3.4 G ROTests and Inspections

3.4.2.7 G ROMixer Uniformity

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Herbert Hoover Dike Rehabilitation, Structure Replacements

03 31 01 Membrane-Forming Curing

Compound

2.1.7Epoxy Resin

2.1.6Latex Bonding Compound

2.1.5Nonshrink Grout

03 35 00 SD-03 Product Data

2.1 G DOLatex Bonding Compound

2.2 G DOEpoxy Resin

03 39 00 SD-06 Test Reports

3.2 G ROTesting and Inspection for CQC

05 50 14 SD-02 Shop Drawings

G DOQuality Control Plan

1.3.2 G DODetail Drawings

G DOControl Dimensions

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2.2.2.1 G DOWelding of Structural Steel

2.2.2.4 G DOWelding of Stainless Steel

G DOWelding of Aluminum

2.3.4 G DOStructural Steel Welding Repairs

2.1.1Materials Orders

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G DOTubular Welding Schedule

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Herbert Hoover Dike Rehabilitation, Structure Replacements

05 50 14 Fabrication Quality Control

Reports

SD-07 Certificates

G DOQualification Of Structural Steel

Fabricator

1.3.1 G DOQualification of Welders and

Welding Operators

2.2.2.3 G DOApplication Qualification for Steel

Studs

2.2.2.5 G DOApplication Qualification for

Stainless Steel Studs

G DOWelding of Aluminum

1.4.1 G DOInspector Qualifications

G DONDT Equipment Calibration

Records

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G DOWelding Procedure Specifications

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G DONDT Written Practice

05 50 15 SD-02 Shop Drawings

G DOQuality Control Plan

2.1 G DOMiscellaneous Metals & Standard

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2.2 G DOShop Fabricated Metal Items

G DOControl Dimensions

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Herbert Hoover Dike Rehabilitation, Structure Replacements

05 50 15 2.1 G DOMiscellaneous Metals & Standard

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2.2 G DOShop Fabricated Metal Items

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2.1 G DOMiscellaneous Metals & Standard

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2.2 G DOShop Fabricated Metal Items

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08 11 13 SD-02 Shop Drawings

G RODoors

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 23 PAGES

Herbert Hoover Dike Rehabilitation, Structure Replacements

08 71 00 SD-02 Shop Drawings

1.3 G ROHardware schedule

2.3.5Keying system

SD-03 Product Data

2.3 G ROHardware items

SD-07 Certificates

Certificates

SD-08 Manufacturer’s Instructions

3.1Installation

SD-10 Operation and Maintenance

Data

1.3 G ROHardware Schedule

08 91 00 SD-02 Shop Drawings

1.4Wall louvers

SD-03 Product Data

2.2Metal Wall Louvers

SD-06 Test Reports

G DOTest Data

SD-07 Certificates

G DOCertification

13 34 23 SD-02 Shop Drawings

G DOShop and Erection Drawings

SD-03 Product Data

Manufacturer's Catalog Data

SD-07 Certificates

1.3.3Qualifications

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 23 PAGES

Herbert Hoover Dike Rehabilitation, Structure Replacements

13 34 23 Design Certification

Plant Certification

13 51 00 SD-02 Shop Drawings

G DOSurvey Marker Placement and

Settlement Monitoring Plan

SD-03 Product Data

G ROInstrumentation Pre-Installation

Form

G DOSurvey Markers

SD-06 Test Reports

G ROInstrumentation Installation Form

G DOSettlement Monitoring Readings

G DOThermistor Data

SD-10 Operation and Maintenance

Data

G DOOperation and Maintenance

Manuals for all equipment (five copies each)

Manufacturer's Warranty

SD-11 Closeout Submittals

G DOAs-Built Drawings

G DOAs-Built Drawings for Settlement

Monitoring Survey Markers

25 31 01 SD-02 Shop Drawings

G DOLayout and Shop Drawings

SD-03 Product Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 23 PAGES

Herbert Hoover Dike Rehabilitation, Structure Replacements

25 31 01 G DOCatalog Data

Spare Equipment and Parts Data

SD-07 Certificates

G DOManufacturer's Representative

Qualifications

SD-10 Operation and Maintenance

Data

G DOOperating Manuals

26 20 00 SD-02 Shop Drawings

2.11 G DOPanelboards

2.20 G DOWireways

3.1.7.1 G DOMarking Strips

SD-03 Product Data

2.10 G DOReceptacles

2.11.3 G DOCircuit breakers

2.8 G DOSwitches

2.15 G DOMotor controllers

2.21 G DOMeter base only

2.22 G DOSurge protective devices

SD-06 Test Reports

3.5.4 G DOGrounding system test

3.5.3 G DOGround-fault receptacle test

SD-10 Operation and Maintenance

Data

1.5.1 G DOElectrical Systems

26 29 10 SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 23 PAGES

Herbert Hoover Dike Rehabilitation, Structure Replacements

26 29 10 Controller, Terminal Leads, Terminal Blocks

Motor Nameplates, Equipment and Door Nameplates

G DOController

G DOLimit Switch

G DOElectric Motor Actuator

G DOControl Stations

G DOEnclosing Case

SD-03 Product Data

G DOElectric Motor Actuator

G DOActuator Motor

G DOLimit Switch

G DOOverload Relays

Controller

G DOControl Stations

G DOWiring

Spare Parts List

Protective Coating List

SD-09 Manufacturer’s Field

Reports

2.18Tests

SD-10 Operation and Maintenance

Data

G DOOperation and Maintenance Data

26 31 00 SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 14 OF 23 PAGES

Herbert Hoover Dike Rehabilitation, Structure Replacements

26 31 00 G DOSchematic Diagrams

G DOInterconnection Diagrams

G DOInstallation Drawings

SD-03 Product Data

2.4 G DORoof Mounting Structure for

Modules (Racking)

2.1 G DOPhotovoltaic Modules

SD-05 Design Data

1.6.3 G DOSystem Operation

SD-06 Test Reports

G DOField Test Plan

G DOField Test Reports

SD-07 Certificates

1.6.4 G DOInstaller

1.6.5 G DOMaterials

1.8 G DOWarranty

SD-08 Manufacturer’s Instructions

G DOInstallation Instructions

SD-10 Operation and Maintenance

Data

1.6.6.1 G DOElectrical Systems

26 41 01 SD-02 Shop Drawings

1.3 G DODetail Drawings

SD-07 Certificates

2.2Materials

26 51 00 SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 15 OF 23 PAGES

Herbert Hoover Dike Rehabilitation, Structure Replacements

26 51 00 G DOLuminaire Drawings

SD-03 Product Data

2.2 G DOLuminaires

2.4 G DOLight Sources

2.3 G DODrivers

1.6.1 G DOLED Luminaire Warranty

1.5.2.3Energy Efficiency

SD-07 Certificates

1.6.1.1 G DOLuminaire Useful Life Certificate

26 56 00 SD-02 Shop Drawings

G DOLuminaire Drawings

1.4.1.2 G DOPoles

SD-03 Product Data

1.4.1.1 G DOLuminaires

2.2 G DOLuminaires

G DOLamps

2.3 G DOPhotocell switch

2.4.1 G DOSteel poles

2.5Brackets

G DOAnchorage system

SD-05 Design Data

1.4.2 G DODesign Data for Luminaires

SD-08 Manufacturer’s Instructions

1.4.1.2Poles

Foundation Requirements

Mounting Details

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 16 OF 23 PAGES

Herbert Hoover Dike Rehabilitation, Structure Replacements

31 05 19 SD-03 Product Data

2.1.2 G ROThread

2.2 G ROManufacturing Quality Assurance

Sampling and Testing

SD-04 Samples

3.1 G ROQuality Control Samples and

Tests

SD-07 Certificates

2.1.1 G ROGeotextile

31 32 11 SD-02 Shop Drawings

3.1 G DOInstallation Plan

SD-03 Product Data

2.2 G DOTurf Reinforcement Mat

2.3 G DOPercussion Driven Earth Anchors

(PDEA)

2.4 G DOPins

1.4 G DOEquipment

SD-04 Samples

1.9 G DOMaterials

2.3 G DOPercussion Driven Earth Anchors

(PDEA)

2.4 G DOPins

SD-06 Test Reports

3.10 G ROQuality Control Testing

SD-07 Certificates

2.2 G DOTurf Reinforcement Mat

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 17 OF 23 PAGES

Herbert Hoover Dike Rehabilitation, Structure Replacements

31 41 16 SD-02 Shop Drawings

2.1 G DOMetal Sheet Piling

SD-03 Product Data

3.2.2.2 G DODriving

3.2.1 G DOPile Driving Equipment

3.2.5 G DOPulling and Redriving

SD-06 Test Reports

2.3.1 G ROMaterials Tests

SD-11 Closeout Submittals

3.4Pile Driving Record

32 11 23 SD-03 Product Data

1.5 G ROOffsite Plant, Equipment, and

Tools

1.6 G ROWaybills and delivery tickets;

3.1.2 G DOAggregate Sources

SD-06 Test Reports

1.3 G ROSampling and Testing

1.3.2 G ROField Density Tests

32 12 16 SD-03 Product Data

1.5 G ROOffsite Plant, Equipment, and

Tools

2.2.1 G ROJob-Mix Formula (JMF)

3.3 G ROContractor Quality Control

3.12 G ROMaterial Acceptance

G ROWaybills and Delivery Tickets

SD-04 Samples

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 18 OF 23 PAGES

Herbert Hoover Dike Rehabilitation, Structure Replacements

32 12 16 G ROSuperpave Type SP-9.5

Structural Course (Traffic Level C)

3.4.2 G ROAggregates

SD-06 Test Reports

3.3.2QC Monitoring

3.4.2 G ROAggregates

SD-07 Certificates

1.4 G ROSampling and Testing

1.4.2 G ROTesting Laboratory

2.2 G ROSuperpave Type SP-9.5 or

SP-12.5 Structural Course (Traffic

Level C)

G ROAsphalt Cement Binder

SD-11 Closeout Submittals

3.13 G ROWarranty

32 92 19 SD-03 Product Data

Equipment

Surface Erosion Control Material

Chemical Treatment Material

Delivery

Finished Grade and Topsoil

Topsoil

Quantity Check

Seed Establishment Period

Maintenance Record

Application of Pesticide

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