HomeMy WebLinkAboutB14-0255 Special Inspection Reports.pdfFINAL REPORT OF SPECIAL INSPECTIONS
Pr~ect: Bradshaw Residence Permit Number: ---------
Project Location: 1230 Westhaven Circle
Owner ----------------------------------
Address City: Zip: ------Special Inspections Agency
-Desi§A PFOfessier-:tal ffi-Ghafge-::GROUND Engineering Consultants, Inc.
Address: PO Box 4 6 4
City: Gypsum
Fax: (970) 524-0721
State: _c_o ____ Zip: 81637 Phone: (970) 524-0720
E-mail: chris. hutto@groundeng.com
carl.henderson@groundeng.com
To the best of my information, knowledge, and belief, the special inspections and/or testing required for
this project, have been completed in accordance with the contract documents.
Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be
considered an integral part of this final report. Any discrepancies that were noted in all interim reports
have been corrected.
***Please see report 14-6595.epoxy.141007.SS.prt.pdf***
Prepared by:
Carl Henderson, P.E.
Signature
12-17-2014
Date
Preparer's Seal and Signature Required
-12-
FINAL REPORT OF SPECIAL INSPECTIONS
Project: Bradshaw Residence Permit Number:
Project Location: 123 O Westhaven Circle
Address City: Zip: _____ _
Special Inspections Agency
-Desi§A-PFOfessieA-al J.n--Ghafge:: GROUND Engineering Consul tan ts, Inc.
Address: PO Box 4 6 4
City: Gypsum
Fax: (970) 524-0721
State: _c_o ____ Zip: 81637 Phone: (970) 524-0720
E-mail: chris. hutto@groundenq.com
carl.henderson@groundeng.com
To the best of my information, knowledge, and belief, the special inspections and/or testing required for
this project, have been completed in accordance with the contract documents.
Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be
considered an integral part of this final report. Any discrepancies that were noted in all interim reports
have been corrected.
***Please see report 14-6595.epoxy.141007.SS.prt.pdf***
Prepared by:
Carl Henderson, P.E.
Signature
12-17-2014
Date
Preparer's Seal and Signature Required
-12-
Client: Mr. Chris Evans O+i / {)
Evans Chaffee Construction Group -1":1 5.0(l
PO Box 8266 J ...,K' 1
A'OO, C081620 s e,,C',C/J,; I ,AJS0J.-
1230 West Haven Circle ~ ~fa~ f <2 ,~ _f :S
&ROUND
ENGINEERING CONSULTANTS
Drill and Epoxy Cover Report L-}fr /.f[J \/~ ;/ p I vJ')5/ Date: October 7, 2014 Job Number: 14-6595
General Contractor: Evans Chaffee Rep. Notified: Larry
' :< ~ 11<2
t' 9. I I /y I ~
As scheduled, a representative visited the project site to perform special inspections for drill and epoxy at
locations requested.
Yes No
Discrepancies Reported this Date? (9
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland. Granby, Gypsum, Grand Junction, Casper
Client: Mr. Chris Evans &ROUND Evans Chaffee Construction Group
PO Box8266
ENGINEERING CONSULTANTS Avon, CO 81620
1230 West Haven Circle
Report Date: October 7, 2014
General Contractor: Evans Chaffee
Subcontractor: All Purpose Concrete
Documents Used: Plans
Drilling
Drill and Epoxy
Location: 1.) Mid Level new slab on grade dowelled into existing slab ( 17 holes)
2.) Mid level 2'x2'x10" footing pad dowelled into existing slab (3 holes)
3,)
4,)
Orientation (vertical/horizontal): 1.)
2.)
Horizontal
Horizontal
Job Number: 14-6595
Rep, Notified: Larry
Rep, Notified: Hector
3,)
4,)
Hole Diameter (inches): 1.) 5/8 Length (inches): 1.)
Hole Spacing (inches):
Drilling Equipment: Hammer Drill
2.)
3.)
4,)
1.)
2.)
Method to Clean Hole: Wire brush, compressed air
Epoxy
Epoxy Type: Quickrete FastSetAnchoring Epoxy
Epoxy Expiration: N/A
Placement Method: Caulk gun
Reinforcement
Type (rebar/bolt/anchor): 1,) Rebar
2.) Rebar
3,)
4.)
Placement Method: Hand set
3/4
16
6
Size: 1,) #4
2.) #5
3.)
4.)
Additional Reinforcing Steel: 3 #5 bars each way for footing pad
Field Representative: Shane Sorensen
Comments:
www.groundeng.com
2,)
3,)
4,)
3,)
4.)
Length (inches)
6
6
1.)
2.)
3,)
4.)
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
42
32