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Tinker AFB MAC BOA WWYK230052, Replace Vault and Fuel Tank, B1032
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FA813725R0033
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This document is a technical specification for concrete curing procedures for a project at Tinker Air Force Base (AFB), Oklahoma, dated April 2019. The specification outlines detailed requirements for curing materials, water usage, testing, and inspection procedures for concrete work. Key technical requirements include:

The document specifies that curing materials must comply with American Concrete Institute (ACI) standards, with contractors required to submit product data and manufacturer's instructions for concrete curing compounds. Inspection procedures are extensive, mandating multiple daily checks for moist curing, membrane curing, and sheet curing methods. If any deficiencies are found during inspections, such as inadequate surface moisture, non-uniform compound coverage, or sheet curing imperfections, contractors must take immediate corrective actions and extend the curing period by one day for the affected areas.

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Text version

Ti nker AFB, OK TAFB Techni cal Spr ci f i cat i ons 2019

SECTI ON 03 39 00. 00 10

CONCRETE CURI 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 301 ( 2010; ERTA 2015) Speci f i cat i ons f or St r uct ur al Concr et e

ACI 301M ( 2010; ERTA 2015) Met r i c Speci f i cat i ons f or St r uct ur al Concr et e

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

ASTM I NTERNATI ONAL ( ASTM)

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

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- 03 Pr oduct Dat a

Cur i ng Mat er i al s

SD- 06 Test Repor t s

Test i ng and I nspect i on f or CQC

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

Cur i ng Compound

1. 3 DELI VERY, STORAGE, AND HANDLI NG

St or e mat er i al s i n such a manner as t o avoi d cont ami nat i on and det er i or at i on. Mat er i al s must be capabl e of bei ng accur at el y i dent i f i ed af t er bundl es or cont ai ner s ar e opened.

Apr i l 2019 Page 1 SECTI ON 03 39 00. 00 10

PART 2 PRODUCTS

2. 1 CURI NG MATERI ALS

Pr ovi de cur i ng mat er i al s i n accor dance wi t h ACI 301 Sect i ons 5 and ACI 308. 1 Sect i on 2. Submi t pr oduct dat a and manuf act ur er ' s i nst r uct i ons f or concr et e cur i ng compound.

2. 2 WATER

Pr ovi de wat er f or cur i ng t hat i s f r esh, c l ean, pot abl e, and f r ee of i nj ur i ous amount s of oi l , aci d, sal t , or al kal i , except t hat non- pot abl e wat er may be used i f i t meet s t he r equi r ement s of ASTM C1602/ C1602M.

PART 3 EXECUTI ON

3. 1 CURI NG AND PROTECTI ON

Cur e and pr ot ect concr et e i n accor dance wi t h ACI 301 Sect i on 5.

3. 2 TESTI NG AND I NSPECTI ON FOR CQC

Per f or m t he i nspect i on and t est s descr i bed bel ow and, based upon t he r esul t s of t hese i nspect i ons and t est s, t ake t he act i on r equi r ed. Submi t cer t i f i ed copi es of l abor at or y t est r epor t s, i ncl udi ng cur i ng compound pr oposed f or use on t hi s pr oj ect .

3. 2. 1 Moi st Cur i ng I nspect i ons

At l east once each shi f t , and not l ess t han t wi ce per day on bot h wor k and non- wor k days, i nspect al l ar eas subj ect t o moi st cur i ng. Not e and r ecor d t he sur f ace moi st ur e condi t i on.

3. 2. 2 Moi st Cur i ng Cor r ect i ve Act i one

When a dai l y i nspect i on r epor t l i s t s an ar ea of i nadequat e cur i ng, t ake i mmedi at e cor r ect i ve act i on, and ext end t he r equi r ed cur i ng per i od f or t hose ar eas by 1 day.

3. 2. 3 Membr ane Cur i ng I nspect i on

Appl y no cur i ng compound unt i l t he Cont r act or has ver i f i ed t hat t he compound i s pr oper l y mi xed and r eady f or spr ayi ng. At t he end of each oper at i on, est i mat e t he quant i t y of compound used by measur ement of t he cont ai ner and t he ar ea of concr et e sur f ace cover ed, comput e t he r at e of cover age i n squar e f eet / gal l on, and not e whet her or not cover age i s uniform.

3. 2. 4 Membr ane Cur i ng Cor r ect i ve Act i on

When t he cover age r at e of t he cur i ng compound i s l ess t han t hat speci f i ed or when t he cover age i s not uni f or m, spr ay t he ent i r e sur f ace agai n.

3. 2. 5 Sheet Cur i ng I nspect i on

At l east once each shi f t and once per day on non- wor k days, i nspect i on al l ar eas bei ng cur ed usi ng i mper vi ous sheet s. Not e and r ecor d t he condi t i on of t he cover i ng and t he t i ght ness of t he l aps and t apes.

Apr i l 2019 Page 2 SECTI ON 03 39 00. 00 10

3. 2. 6 Sheet Cur i ng Cor r ect i ve Act i on

When a dai l y i nspect i on r epor t l i s t s any t ear s, hol es, or l aps or j oi nt s t hat ar e not compl et el y c l osed, pr ompt l y r epai r t he t ear s and hol es or r epl ace t he sheet s, c l ose t he j oi nt s, and ext end t he r equi r ed cur i ng per i od f or t hose ar eas by 1 day.

- - End of Sect i on - -

Apr i l 2019 Page 3 SECTI ON 03 39 00. 00 10

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