Hi Curtis,
Would you make sure the concrete mix on ODOT portion is 3,500 psi strength.
Thanks,
--------------------
Hassan Ibrahim, P.E.
CURRAN-McLEOD, INC.
6655 SW Hampton St, Ste. 210
Portland, OR 97223
Tel: 503-684-3478
Fax: 503-624-8247
Cell: 503-807-2737
email: hai@curran-mcleod.com
From: Jennifer Cline [mailto:jcline@cityofmolalla.com]
Sent: Wednesday, January 28, 2015 3:42 PM
To: Hassan Ibrahim
Cc: Garrett Edmunds
Subject: FW: Attached Image
ODOT was asking 3500 psi.
Also, will anyone be testing slump and air in the field on the formed work? I will do my best to collect a tickets to verify we are receiving what is being placed.
Jennifer Cline, P.E.
City of Molalla
Public Works Director
O: 503.759.0218
F: 503.829.3676
From: Curtis Cooksey [mailto:curtis@eagle-elsner.com]
Sent: Wednesday, January 28, 2015 2:42 PM
Subject: FW: Attached Image
Hi Hassan,
FYI
Curtis
From: Jim Olson [mailto:jim@rlcgroup.com]
Sent: Wednesday, January 28, 2015 2:29 PM
To: Curtis Cooksey
Subject: FW: Attached Image
Curtis,
Here are alternate concrete mix designs for Molalla project. We were told today from Knife River that fly ash won’t be available in approx 2 weeks. These mixes put slag in the place of the fly ash. If you have any questions let me know.
Thanks,
Jim
From: ROGER LANGELIERS CONST [mailto:canon2@rlcgroup.com]
Sent: Wednesday, January 28, 2015 12:31 PM
To: Jim Olson
Subject: Attached Image