03 39 00.00 10.pdf
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This is a technical specification document for concrete curing at Tinker Air Force Base, Oklahoma, dated April 2019 (Section 03 39 00.00 10).
The specification establishes requirements for concrete curing materials and procedures. Contractors must provide curing materials in accordance with ACI 301 Sections 5 and ACI 308.1 Section 2, and submit product data and manufacturer's instructions for concrete curing compounds. Water used for curing must be fresh, clean, potable, and free of injurious amounts of oil, acid, salt, or alkali; non-potable water is acceptable if it meets ASTM C1602/C1602M standards. Concrete must be cured and protected in accordance with ACI 301 Section 5. The specification requires submittals with government approval designation "G" for curing materials product data, testing and inspection reports for Contractor Quality Control, and curing compound manufacturer's instructions. Materials must be stored to prevent contamination and deterioration while maintaining accurate identification after opening.
The specification mandates extensive testing and inspection for quality control compliance. Contractors must conduct moist curing inspections at least once per shift and twice daily on both workdays and non-workdays, recording surface moisture conditions. Membrane curing inspections require verification that curing compound is properly mixed before application and measurement of coverage rates in square feet per gallon, with re-spraying required if coverage is less than specified or non-uniform. Sheet curing inspections must occur at least once per shift and once daily on non-workdays, documenting covering condition and lap/tape tightness. Any deficiencies identified in daily inspection reports require immediate corrective action and a one-day extension to the required curing period for 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.
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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.
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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.
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