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under reviewaluminum headwalls with deadman anchor design for 48-inch diameter pipe culvertRobeson4/28/20155/7/2015
Accepted, See Emailoverhead sign support designs -1 assembly - metalwork and foundationsWayne-Lenoir4/24/20155/4/2015
Acceptedsound barrier wall No. 3 - steel column fabrication & erection details - 134 columnsGuilford, Rockingham4/14/20154/22/2015
Acceptedsound barrier wall No. 3 - reinforcing details for steel post anchorage - Revision of Apr 08Guilford, Rockingham4/9/20154/28/2015
Superseded by April 09 submittalsound barrier wall No. 3 - reinforcing details for steel post anchorage - Revision of Apr 07Guilford, Rockingham4/8/20155/4/2015
under reviewmaterials approval:  neoprene sealant for deck expansion jointsBrunswick5/5/20155/5/20155/14/2015
under reviewreinforcing plan for cast-in-place concrete facing for SMSE wallsCaldwell, Watauga5/12/20155/12/2015
under reviewmotor and brake assemblyPasquotank & Camden5/11/20155/11/2015
Accepted as Notedbridge electrical functional test procedure; eastbound onlyPasquotank & Camden4/22/20154/22/20155/4/2015
under reviewtwo-line tubular aluminum handrail at traffic gatesPasquotank & Camden4/10/20154/14/20155/13/2015
Revise and Resubmithydrodemolition water management planPasquotank & Camden4/3/20154/3/20154/14/2015
Acceptedshotcrete & epoxy injection materialsHertford / Gates4/20/20154/22/2015
Handled w/ Nov. 4, 2014 submittalproposal to place latex mobile mixer trucks on bridge deckCumberland4/27/20154/27/2015
under reviewdeck closed drainage system - review of concrete insert spacing onlyCarteret4/29/20154/30/20155/11/2015
Accepted as Notedfalsework & formwork design for pier caps - Bents 1 to 10 - Part I,  II & IIICarteret4/7/20154/10/2015
Accepted as Noted, See Emailprestressed concrete deck panel design - 26 spans - Revision of Mar 31Carteret3/31/20153/31/20154/13/2015
Accepted, See Emailfalsework & formwork design for pier columns (stems) - Bents 11 to 13 - Part I & IICarteret3/30/20153/31/2015
Acceptedcover plates for expansion joints at median barrier - 8 assembliesCumberland4/24/20154/24/2015
Acceptableproposal to travel across stage I & stage II of new bridge, and old existing WBL bridge, with two rough terrain cranesBuncombe5/11/20155/11/2015
submittal withdrawn by contractorproposal to travel across stage one of new bridge with rough terrain craneBuncombe4/2/20154/29/2015
Accepted As Notedoverhead sign support assembly designs - 11 assembliesForsyth4/9/20154/10/20155/5/2015
under reviewfabricated metal stay-in-place deck forms for two prestressed girder bridgesPender & Brunswick5/11/20155/11/2015
Approved, See EmailType III prestressed concrete girders - 8 membersPender & Brunswick4/1/20154/1/20154/9/2015
Acceptedintermediate diaphragms - 6 steel channel assemblies - Revision of Mar 30Pender & Brunswick3/30/20154/27/2015
Acceptedone-line elliptical aluminum rail system - 385 linear feet - Revision of Apr 29Chatham, Randolph, Mo…4/30/20154/30/20155/5/2015
Acceptedstandard one-line elliptical aluminum rail system - 385 linear feetChatham, Randolph, Mo…4/14/20154/14/20154/13/2015
under reviewtemporary shoring design - soil nail wall for three-sided culvert constructionAshe, Avery, Wilkes, W..5/13/20155/13/20155/13/2015
Comments sent to Jon Almondtemporary shoring design - soil nail walls at end bents - Revision of Apr 30Ashe, Avery, Wilkes, W..4/30/20155/3/2015
handled by Geotechnical Engineering Unittemporary shoring design - soil nail walls at end bentsAshe, Avery, Wilkes, W..4/16/20154/16/20154/16/2015
under reviewtimber temporary structure - addendumAleghany, Wilkes, Avery,4/27/2015
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