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Home My WebLink Aboutinspection reports*VAIL TOWN OF FINAL REPORT OF SPECIAL INSPECTIONS Project: Vail Village Inn Structure Rep. Permit Number: B -14 -0227 Project Location: Vail Village Inn Parking Structure Owner Town of Vail Address 75 S. Frontage Road City: Vail Zip: 81657 Special Inspections Agency - Design PFo€essieRal kFGhaF GROUND Engineering Consultants, Inc. Address: PO Box 464 city: Gypsum State: CO Zip: 81637 Phone: (970) 524 -0720 Fax: (970) 524 -0720 E- mail:ChrisH @groundeng.com Car1H @groundeng.com * ** PLEASE SEE REPORT 14- 6551 .expansionanchors.140722.SS * ** 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. Prepared by: Carl Henderson, P.E. T pe or Print N e Signature 8 -14 -2014 Date -12- p0 R. 0 11AEly� 38882 O: ;u a NAG Preparer's Seal and Signature Required GROUND Client: Mr. Chad Salli Town of Vail 1309 Elkhorn Drive ENGINEERING CONSULTANTS Vail, CO 81657 Vail Village Parking Structure Repairs Drill and Epoxy Cover Report Date: July 22, 2014 Job Number: 13 -6551 General Contractor: unknown Rep. Notified: N/A As scheduled, a representative visited the project site to perform special inspections for drill and epoxy at locations requested. Comments or Photos: Yes No Discrepancies Reported this Date? No. of Pages Attached: 1 Field Representative: Shane Sorensen www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper GROUND Client: Mr. Chad Salli Town Vail 1309 Elkhorn Drive ENGINEERING CONSULTRNTS Vail, CO81657 Vail Village Parking Structure Repairs Report Date: July 22, 2014 Job Number: 13 -6551 General Contractor: Unknown Rep. Notified: N/A Subcontractor: N/A Rep. Notified: N/A Documents Used: Plans Drill and Epoxy Drillincl Location: 1.) 5 holes on each side of double tee support hanger 2.) 3.) 4.) Orientation (vertical /horizontal): 1.) Horizontal 3.) 2.) 4.) Hole Diameter (inches): 1.) 7/8 Length (inches): 1.) 7 2.) 2.) 3.) 3.) 4.) 4.) Hole Spacing (inches): 1.) 4.5 vertical spacing 3.) 2.) 4.) Drilling Equipment: Hammer drill Method to Clean Hole: Wire brush, compressed air Epoxv Epoxy Type: N/A Epoxy Expiration: N/A Placement Method: N/A Reinforcement Type (rebar /bolt/anchor): 1.) Expansion anchor Size: 1.) 3/4 Length (inches) 1.) 61/2 2.) 2.) 2.) 3.) 3.) 3.) 4.) 4.) 4.) Placement Method: Not yet installed Additional Reinforcing Steel: N/A Field Representative: Shane Sorensen Comments: We arrived on site to inspect drilled holes for diameter, length, and cleanliness. Holes were not cleaned on our first visit. We found the holes to be clean our second visit. Contractor was not on site for either of our visits. John King with Town of Vail was notified of our observations. www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper J.R. HARRIS & COMPANY STRUCTURAL ENGINEERS 1775 Sherman Street, Ste. 2000, Denver, CO 80203 3031860.9021 Fax 3031860 -9537 August 12, 2014 Mr. John King Facilities Maintenance Manager Public Works Department 1309 Elkhorn Drive Vail, CO 81657 Re: VTC Double Tee Bearing Repairs Letter of Substantial Completion Mr. King, Our drawing dated June 16, 2014 details the repairs at (3) locations in the Vail Transportation Center where the bearing ledge supporting the concrete double tees has spalled. We visited the site on August 1, 2014 to observe the installed repairs. The purpose of this visit was to observe the repairs for general conformance with our drawings. We issued a construction observation report for this visit which provided direction to resolve discrepancies between the as- built repairs and the drawings. A review of photographs indicates these issues have been addressed. A copy of our construction observation report is included with this letter. Additionally, an independent testing agency that you retained, Ground Engineering, has also provided a report of their inspection and observations. To the best of our knowledge, based upon our periodic site observations and a review of the other documents noted above, the deviations noted in our report have been resolved and corrected by the contractor. The work we were able to observe appears to have been completed in general conformance with the contract drawings. If you have any questions or need additional assistance with this matter, please contact out office at your earliest convenience. Sincerely, J.R. HARRIS AND COMPANY p,00 REG /-'�N o�: ••' • c,49o'F ., . UO�� een l Donald Carroll, P.E. •, Project Manager ,c''•., db�r��' Enclosures James Robert Harris, P.E., S.E., Ph.D., NAE Gene R. Stevens, P.E., S.E. G. Brent Norris, P.E. Frederick R. Rutz, P.E., Ph.D. Kenneth W. Cobb, P.E., S.E. Donald C. Carroll, P.E.