Response to Construction Submittals No. 2		
As of 18-May-2009 7:53 AM CT	
Vitruvian Infrastructure Phase 1B
4010 Marsh Lane Addison, Texas 75001 
Project Number: 1308B
	

 	Status: Outstanding	  	
Product Classification		
	
Category	 02000 - SITEWORK


Attachment(s)
Submittal - Duct Bank Concrete.pdf
 

Notes	
	
Description	 Concrete mix design for Duct Bank	 
Certification

 	 
 	 Section: 	 2 - Sitework 	 Int. Tracking #: 	 	 
Submitted by: 	 Andy Nord 	 Issue Date:	 5-May-2009 2:00 PM CT	 
 	  	 Est. Delivery Date:  	5-May-2009	 
 	  	 Actual Date Received:  	 	
Sent To:  	Eric Little (First Recipient)	 Requested By:  	26-May-2009 1:58 PM CT 	
Copy to:  	 

Jennifer Haynes, PE	Bruce Dunne	
Clay Barnett	 	
  
 

History (Chronological Order)	
	
Type	 Routed		
Memo	  According to Oncor standards for the mix design, the maximum aggregate size is 3/4". 
Attached Files	 (none)	 
 	 Submittal Type:  	 12 - Other 	  	  	 
Sent By: 	 Jennifer Haynes, PE	 Date Sent: 	 5-May-2009 3:51 PM CT	 
To:  	Andy Nord	 Requested By:   	26-May-2009 1:58 PM CT	 
Copy to:  	 

Joel Massey	Clay Barnett	
 

Type	 Routed		
Memo	  Lattimore should have submitted a request letter with the mix design dealing with the 3/4" rock issue. This letter is usually acceptable. If this is not the case, I will see if
we can get another mix design issued. 
Attached Files	 (none)	 
 	 Submittal Type:  	 12 - Other 	  	  	 
Sent By: 	 Andy Nord	 Date Sent: 	 18-May-2009 7:53 AM CT	 
To:  	Jennifer Haynes, PE	 Requested By:   	26-May-2009 1:58 PM CT	 
Copy to:  	 

Andrew Rolph	Joel Massey	
Jennifer Haynes, PE	Bruce Dunne	
Clay Barnett	 	
 
 

Final Action	
	
No final action to display. 


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