03 62 16.pdf
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- Solicitation number
- WWYK200323-P
About this file
This document is a technical specification for metallic non-shrink grouting for a construction project at Tinker Air Force Base. It outlines the material requirements, including Portland cement, aggregates, water, and expansive admixtures, as well as the preparation, mixing, and application procedures for the grouting. The specification also includes requirements for quality control testing, such as expansion and compressive strength, and protection of the freshly placed grout during curing.
The related federal contract opportunity is for the repair of HVAC diffuser and ductwork in Building 3001 at Tinker AFB. This is a MAC BOA (Multiple Award Construction Contract Basic Ordering Agreement) opportunity, which is only available to current Tinker AFB MAC BOA holders. The estimated price range for the project is between $1,000,000 and $5,000,000, and it is a small business set-aside. The solicitation requires a mandatory site visit for consideration, with specific deadlines for RSVP and submitting an Entry Authorization List for personnel requiring base access.
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Text version
Ti nker AFB, OK TAFB Techni cal Spr ci f i cat i ons 2019
SECTI ON 03 62 16
METALLI C NON- SHRI NK GROUTI NG
PART 1 GENERAL
1. 1 REFERENCES
The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.
AMERI CAN CONCRETE I NSTI TUTE I NTERNATI ONAL ( ACI )
ACI 211. 5R ( 2014) Gui de f or Submi t t al of Concr et e Proportions
ACI 214R ( 2011) Eval uat i on of St r engt h Test Resul t s of Concr et e
ACI 311. 4R ( 2005) Gui de f or Concr et e I nspect i on
ACI MCP SET ( 2015) Manual of Concr et e Pr act i ce
ASTM I NTERNATI ONAL ( ASTM)
ASTM C1107/ C1107M ( 2014a) St andar d Speci f i cat i on f or Packaged Dr y, Hydr aul i c- Cement Gr out (Nonshrink)
ASTM C150/ C150M ( 2015) St andar d Speci f i cat i on f or Por t l and Cement
ASTM C33/ C33M ( 2013) St andar d Speci f i cat i on f or Concr et e Aggregates
1. 2 SUBMITTALS
Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;
submi t t al s not havi ng a " G" desi gnat i on ar e f or Cont r act or Qual i t y Cont r ol appr oval . Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00
SUBMI TTAL PROCEDURES:
SD- 06 Test Repor t s
Expansi on; G
Compr essi ve St r engt h G
SD- 07 Cer t i f i cat es
Por t l and Cement ; G
Apr i l 2019 Page 1 SECTI ON 03 62 16
Expansi ve Admi xt ur es; G
Expansi ve Gr out ; G
Aggr egat es; G
1. 3 QUALI TY CONTROL
1. 3. 1 Gr out Pl acement Pl an and I nspect i on Repor t s
Pr ovi de exampl es of gr out pl acement and i nspect i on r epor t s i n accor dance with ACI 214R, ACI 211. 5R, ACI 311. 4R and ACI MCP SET. Show det ai l s of pr oposed met hods of appl i cat i on, wi t h wr i t t en i nst r uct i ons f r om t he manuf act ur er f or t he use of expansi ve admi xt ur e at l east 4 cal endar days pr i or t o t he st ar t of expansi ve concr et e oper at i ons.
I ncl ude a copy of r ecor ds of i nspect i ons and t est s as wel l as t he r ecor ds of cor r ect i ve act i on t aken. I ncl ude descr i pt i ons of pr epar at i on of cavi t i es f or pl acement of gr out ; pr oper mi xi ng, pl acement , and cur i ng of gr out wi t h met hods of pr event i ng di scol or at i on.
PART 2 PRODUCTS
2. 1 MATERIALS
2. 1. 1 Por t l and Cement
Pr ovi de por t l and cement gr out conf or mi ng t o ASTM C150/ C150M f or Cement , Type I .
2. 1. 2 Aggregates
Submi t sampl es conf or mi ng t o ASTM C33/ C33M f or aggr egat es and t he gr adat i on as di r ect ed.
2. 1. 3 Water
Pr ovi de pot abl e wat er .
2. 1. 4 Expansi ve Admi xt ur es
Use admi xt ur e consi st i ng of an oxi di zabl e met al l i c aggr egat e.
Submi t sampl es t o t he Cont r act i ng Of f i cer pr i or t o commencement of wor k f or r evi ew and accept ance.
2. 1. 5 Expansi ve Gr out
Pr ovi de Type A gr out cont ai ni ng an oxi di zabl e met al l i c aggr egat e and an oxi dat i on- pr omot i ng i ngr edi ent . Conf or m t o t he manuf act ur er ' s pr i nt ed instructions.
PART 3 EXECUTI ON
3. 1 PREPARATION
Pr epar e cavi t i es f or gr out i ng by c l eani ng away f or ei gn mat t er , l ai t ance, Apr i l 2019 Page 2 SECTI ON 03 62 16 di r t , gr ease or oi l . Cl ean al l cont act sur f aces of concr et e and masonr y no l ess t han 24 hour s bef or e gr out appl i cat i on.
3. 1. 1 Mixing
Mi x gr out i ngr edi ent s f or bot h cement i t i ous gr out and epoxy gr out i n accor dance wi t h t he manuf act ur er ' s wr i t t en mi xi ng i nst r uct i ons and recommendations.
Mi x gr out mat er i al s i n pr oper mechani cal mi xer s.
Mi x gr out as c l ose t o wor k ar ea as possi bl e.
3. 2 APPLICATION
3. 2. 1 Pl aci ng Gr out
Pl ace gr out i n accor dance wi t h t he manuf act ur er ' s wr i t t en i nst al l at i on i nst r uct i ons and r ecommendat i ons. Do not use gr out whi ch has begun t o set or i f mor e t han one hour has el apsed af t er i ni t i al mi xi ng.
Fi l l bl i nd cavi t i es by pr essur e i nj ect i on under cont r ol l ed vent i ng. St ar t i nj ect i on and cont i nue wi t h t he vent open unt i l wast e gr out i s expel l ed t hr ough vent wi t h t he same consi st ency, t hen bl ock t he vent f or pr essur i zat i on t o 60 psi . Use l ower pr essur es when damage t o const r uct i on may r esul t .
3. 3 FI ELD QUALI TY CONTROL
Pr ovi de t est i ng and submi t t est r epor t s i n accor dance wi t h ASTM C1107/ C1107M f or t he expansi ve gr out t o meet t he f ol l owi ng per f or mance r equi r ement s:
Expansi on: 28 cal endar days - Per cent maxi mum: 0. 3
- Per cent mi ni mum: 0. 0
Compr essi ve St r engt h: 5, 000 psi
3. 4 PROTECTION
Pr ot ect f r eshl y pl aced gr out f r om pr emat ur e dr yi ng and excessi ve col d or hot t emper at ur es. Compl y wi t h manuf act ur er ' s r equi r ement s f or col d- weat her and hot - weat her pr ot ect i on dur i ng cur i ng.
- - End of Sect i on - -
Apr i l 2019 Page 3 SECTI ON 03 62 16
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