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Home My WebLink AboutB11-0166 deferred submittal July 5`h, 2012 Subject: Summary of Materials Testing & Special inspection Services, 303 Gore C�eek Drive, Vail, Colorado Jab Number: 11-6579 TOV Permit# B11-0166 George Snyder Nedbo Construction PO Box 3419 Vail, �oi�rado 81657 Attn: Mr. George Snyder, This letter summarizes the special inspectians GROUND Engineering Consultants, inc. (GROUND) pe�formed far the proposed additions to the residence at 303 G�re Cr�ek Drive located in Vail, Colorado. The special inspection and materials testing services were performed at times scheduled by the Contractor and/or Subcontractors between October 26th, 2011 and May 30'h, 2012. Representatives of our affice pravided periodic obse►vations far the structural concrete placed for the proposed additions for the foundation, foundation walis and slab on grade as scheduled by the Owner, Contractor or Subcontractor. Samples of the structurai concrete were periodicaily tested to determine physicai properties and compressive strength. tilso, representatives of our office provideci observations for ths piacement of epoxied dowel reinforcements for#he proposed additions. Based on the final test results to date, field observations, and other project documentation �eceived from the design team, it is our opinion that the materials abserved for the structurai concrete and epoxied dowel reinforcing for the proposed foundation additions were in generai accordance with project plans, specifications, or applicable RFI's. The observations as indicated above were per�orm�d periodicaliy tu �rovide data to th�e Con�ractor and Subcor�tractors to assist tr�em in evaluatiny tfie general corr�pliance �f tf�e fested materials ani/or work � with the contract docurnents at the times of our observation. We did not supervise, direct or have any control over any of the Contractor's or Subcontractor's work. We were not responsible for the Contractor's or Subcontractor's scheduling of our services, means, methods, procedures, techniques, or sequences of corstruction, nor responsible for Ansuri;�g that any Contractor or Su�acontra�tor performed or completed the work in accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. Sincerely �0��•••. � .��c��. GROUND Engineering Consultants, �nc. �';;�, � } ' /�' ^ ;�� 45�42 �: C�� . . , . , • 7-�-2ai�. .. '•••....... Chris Hutto, CET —�� Reviewed by Scott Richards, P.E. ENC�INEERiNG GQNSUI_TAP�dTS ING {0!?.Airpur',:J�.,C ait 9,°0 Bc,z #G4,Gypsurn,CO SiE�37 Phi��c�(97�7) '�-}-t,"'_� E�ax(47i;)�2�-u72t ::zti�,�.�;u;.li?er�g.cvm Ujfrce!_ocnlions: Engletivood . Commerce C'it�� . Lo�eland . Granby . UYpsttm + Gr�Jnd.(wlCliott . Caspet,�'y . . � 1 T�wN�'YAI� " Finai Reporf of Special inspections Project: 303 Gore Creek Drive Permit Number; 812-0165 Project Location: 3Q3 Gore Creek Drive Owner/Client: Nedbo Construction Address: PC?Box 3419,Vail,CO 81657 Special Inspectors: GRQt�!a1�Es�;�in�erE��c��ulta�ts, Irc - . : - � , . . .. �ddress: P�Box 464; 101A Airpark Dr, Unit#9 City: Gypsum State j Zip: CO 81637 Phone: 970-524-0720 Fax: 970-524-4721 E-Mail Address: ChrisH@@GroundEn�.com; ScottR@GroundEng.com To the best af my information, knowledge, and belief, the special inspections and or testing campleted b,v: GRO!JND En�ineerin�Censuit�nts inc have been completed in accordance with GROIi(vQ's Proposal for Materials Testing Services, #t1002-0273,dated 916/2011. Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and a�e to be considered an integral part of this final report.Any discrepancies that were noted on the interim reports have been corrected ar accepted by the project team. Prepared by: Name: Scott Richards, PE (�� O .•••...... a,,�.�C�R�.S i . '�r - ' Signature: �!'w-.�- . �,,.�--G,,.... ; �.�j 1:�54� d� .�, �S Date: ,�+�f � '20�;,Z,, � �� : 7 5?G�2 .� �''••...�'�� July 5`h, 2012 Subjert: Summary of Mater�ais Testing & Special Inspection Services, 303 Gore Creek Drive, Vail, Colorado Job Number: 11-6579 TOV Permit# 811-0166 George Sny�er IVedbo Construciion . . PO Box 3419 Vail, Colorado 81657 Attn: Mr. George Snyder, This letter summarizes the speciai inspections GROUND Engineering Gonsultants, inc. {GROUND} performed far the proposed additians to the residence at 303 Gore Creek Drive located in Vail, Colorado. The special inspection and materials testing services were performed at times scheduled by the Cantractor andlor Subcontractors between October 26th, 2011 and May 30th, 2012. Representatives of our office provided periodic observations for the structurai concrete piaced for the proposed adaitions for the foundation, foundation wafis and slab on grade as scheduled by the Owner, Contractor or Subcontractor. Sampies of the structural concrete were periodically tested to deterrr�ine physical properties and compressive strength. Aiso, representatives of our office provids� observations for the placement of epoxied dowel reinforcements for the proposed additions. Based on the final test results to date, field observations, and other project documentation received from the design team, it is our opinian that the materials observed for the structurai concrete and epoxied dowel reinforcing for the proposed found�tican additians were in general acccr��n�P tivith pr�ject pi�rs, _ specifications, or appiicabie RFI's. , The observations as indicated above were performed periodicaily to provide data to the Contractor and Subcontractars to assist them in evaluating the general compliance of the tested materials and/or work with the contract documents at the times of our observation. We did not supervise, direct or have any c�ntrol aver any of thQ Centractor's or Su�contrGetar's wo�k. t�Je v►rere no; responsibie for the Cont�actor's or Subcontractor's scheduling of our services, means, methods, procedures, techniques, or sequences af construction, nor responsible for ensuring that any Contractor or Subcontractor performed or completed the work in accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. ^'�y,�0 Sincerely, �;....� C,1��'�C�R�' . GROUND Engineering Consultants, Inc. ' : .�� . r ,�5 2 : C�l�� •� �. :.�,�_zoi,�,: '••........ Chris Hutto, CET R�vievved by �cott �icnards, P:E. --------_...___��_._._.._.�.._..� --------�..._ . ENGINEEFi1NG GONSULTRNTS INC. � � �^' �-' lOIA Aiipark Dr..Unit 9.PC?Box 4fi4,Ciyrsum,CO 81b37 Phonc(970);2-}-07Zt) Fax(970}5?q-(}721 �v�c��-.oroundeng.com U�j/ce l.ocallons: Gnglewood . (:'ummerce Cit} . Lvveland . Granb} . G�pyum . Grand Junction `. C'�sper,lW�' i 2 ��V1 /li1L � Fina) Report of Special Inspections Project: 303 Gore Creek Dri�e Permit Number: Bll-01&6 _Project Locatian: 303 Gore Crpek�rivP �wner/Cliert: ' Ne�3�e►+Consfiructicin . . Address: PQ BQx 3419,Vail, CO 81657 __ Special Inspectors: GRQUND Engineering Consultants, inc ---_.. Address: PQ Box 464; 101A Airpark Dr, Unit#9 City: GYpsum _ State/Zip: CO 81637 Phone: 970-524-0720 Fax: 970-524-0721 E-Mail Address: ChrisHC�GroundEn�com; ScottR@GroundEng.com Ta the best of my informatian, knowledge, and belief, the special inspections and or testing con-,pleted by: GROUND En�ineerinQ Consultants Inc have been completed in accordance with GROUND's Praposa! for Materia/s Testing Services, #1002-0273 dated 9/6/2011. 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 on the interim reports have be�r,corrActe�er aceepted by the project team. f Prepared by: Name: Scott Richards, PE �0 U� "'tiS' �.....,� ^ d�.;�,i�!''�E,�i•; . Signature: �!'�-�- . ��..��... :� '� I� • „ �:� 4 42 0; Date: ;��-/ � "2 Q 1,;2„_ �� '� . , . .7�,2G"�Z. . . � , .. . ., �. •...,••� Department of Community Development 75 South Frontage Road T�WN OF VAIL� va�i, co s�ss� Tel: 970-479-2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Revision Submittals: 1. "Field Set"of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. Permit#(s)information applies to: Attention: Revisions B 11-0166 Response to Correction Letter attached copy of correction letter �Deferred Submittal �Other Project Street Address: 303 Gore Creek Drive 6A (Number) (Street) (Suite#) Building/Complex Name: Vall TOwnhouseS- Unit 6A Description/List of Changes: _ _. Concrete Foundation Special Inspections Contractor Information Business Name: Nedbo Construction Observation Reports/Testing Results by Ground Business Address: PO Box 3419 Engineering Consultants (33 pages) ��ty Vail State: CO Z;p: 81658 Contact Name: Rollie Kjesbo Contact Phone: 970-845-1001 ` (use additional sheet if necessary) Contact E-MaiL• �011ie@nedbo.COm Revised ADDITIONAL Valuations(Labor&Materials) (DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out ' in full the information required,completed an accurate plot plan, ' Building: $ and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town Plumbing: $ ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review ap- Electrical: $ proved,International Building and Residential Codes and other ordinances the Town applica hereta Mechanical: $ X ;Total: $ 0 Owner/Owner's Represe ative ' ture(Req red) Applicant Informatio App�icant Name: Nedbo Construction- Rollie Kjesbo �ate Received: Applicant Phone: g70-845-1001 _ ,.,.....�- Applicant E-Mail: rollie@nedbo.com � �" `-' ' D '� For Oftice Use Only: �� Fee Paid: JUL n 2 2012 Received From: �Sh `h�k# Tt�WN OF VAIL - CC: Visa/MC Last 4 CC# exp.date: Auth# 01-Oct-11 June 27, 2012 Subject: Interim Materials Testing Summary, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc. P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez, For the period ending June 23, 2012, representatives of GROUND Engineering Consultants, Inc. were on site to provide special inspection and materials testing services at times scheduled by the Contractor and/or Owner. The reports have been completed in the field as work has been completed. The Contractor and applicable Sub-Contractors were notified of the testing results and/or observations prior to our departure from the project site. This summary report includes the observation reports as well as the materials test results. Please do not hesitate to contact this office if you have any questions concerning these reports. Sincerely, GROUND ENGINEERING CONSULTANTS, INC. Dlgitally slgned by Chrls Hutto C� • " DN:rn=Chrls Hutto,o=GROUND r I C �' t��O �ngineering Consultants,ou, � �� '•� � �� erYti�IC=chrish@groundeng.com,r—US . Da[e:2012.06.27 14:39:48-06'00' Chris Hutto, CET Copied To: Mr.George Snyder�Nedbo Construction Rou�n ENGINEERING CONSIJLTRNTS INC. IOIA Airpark Dr.,Unit 9,PO Box 464,Gypsum,CO 81637 Phone(970)524-0720 Fax(970)524-0721 www.groundeng.com O�ce Locations: Englewood . Commerce City . Loveland . Granby . Gypsum . Grand Junction . Casper,WY 303 Gore Creek Trail Vail,Colorado Obseruation Reports Job#71-6579 GROUND Engineering Consultants,Inc. Period ending 6/23/2012 �ROU�1L� ENGINEERING CONSULTRNTS October 27th, 2011 Job Name: Materials Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to retrieve previously cast concrete test specimens. The specimens were returned to our laboratory for final curing and future compressive strength testing. Results will be forwarded upon completion. Sincerely, GROUND Engineering Consultants, Inc. Steve Buckeridge Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 �ROU�n ENGINEERING CONSULTRNTS October 28th, 2011 Job Name: Materials Testing, 303 Gore Creek, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed Vasquez Concrete had drilled holes into the east edge of the existing north basement foundation wall. Vasquez Concrete utilized a wire brush and air compressor to clean out the holes. The drilled holes were observed for specified depth, diameter, and cleanliness. We then observed Vasquez Concrete utilizing Hilti HY-150 Max epoxy to place reinforcing dowels into the drilled holes until excess epoxy was observed being displaced from the holes. Based on today's observations, the drilled holes and reinforcing dowels appeared to have been constructed in general compliance with the project plans and site specifications. Gilbert with Vasquez Concrete was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. Steve Buckeridge Field Representative Grand Junction Office Corporate O�ce Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 CRDUHn ENGINEERING CONSULTRNTS November 2"d, 2011 Job Name: Materials Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to retrieve previously cast concrete test specimens. The specimens were returned to our laboratory for final curing and future compressive strength testing. Results will be forwarded upon completion. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 CROU�1In ENGINEERING CONSULTFINTS November 10th, 2011 Job Name: Materials Testing, 303 Gore Creek, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed Vasquez Concrete had drilled holes into the existing concrete for the reinforcing steel dowels for the footing at approximately gridlines C.0-C.5/1.2. The drilled holes were observed for depth, diameter and cleanliness of the holes. The drilled holes were approximately 3"-4" in depth, and did not meet the 6" specified depth per detail #13 on plan sheet S-5. We immediately informed George with Nedbo Construction. George notified Ground Engineering they were hitting existing steel and could not drill any deeper and that they would contact the structural engineer to provide recommendations as how to proceed. We also observed the reinforcing steel placed by Vasquez Concrete for the pier footings along gridlines A.0/1.0. The reinforcing steel was observed for specified bar sizing, spacing tolerances, lap splices and form clearance. Based on today's observations, the reinforcing steel at the previously described locations appeared to have been placed in general accordance with the project plans and specifications. George with Nedbo Construction was informed of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Jon Noble Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 . , .. . . . I l . _ . .. . . . .. 'i' .. , ... ' i. . . � . • . . � • '.i . . - . , . � . . ��... . , �� " Y _ .. _ .. , � .1' . . . ., .. . ' ' ' . - .. • - ' . . . + .. -,t. - .. . . . ' . � • . ' � .. ' � ' . _, . • . . . ' : , . . - . :.'. " , . . ' � . ' , . . . ... . -_, ='�: . . ghe mJ.�ue►le��co:;�,inc: . . � " . :�:�. . . .. . .-�4.Navember 2011� � �� - � -. _ . . . � � . .. _� .�� _.. .. , . . . . . -. .. . . . .- ;.�. . . . .. . . Mr.�.George.Snytler'� , . .. . . - , , - _ .. .NEpBQ,�C�NSTRU�TION�GOMPAt�Y'� - . - � � :�� `�� " .F� E�ox�.34� �9• � � � � � ._ - :,� .`�'�, . _ - . . • Q 1 :�� - _t� - :,. . . . �� . � Vsi#��.��1c�rada� �18�8. . . . . . - . � �:�� . � .. .$ . , , _ .. ' . . . ' , � • .. i A _ . . . _ �+• , . _ _ . � .:' : �S�t�je�t: �CREE#C.ViEW:RESIdENC.E,� . _ . . , � . .. ':Ground��n ineerirr �[�aif.�Activif�:Fo�m:�1�.- �0='i1.�-� � � .- . `. . : . . . .g . �. -v :v: ..1�:� _ _ � . � . . �� TFie�.F�fer�nc�tl coricre�e`.'.ou,r:is�f�r:€h�e�fir�t�se� inerit:of�the:unde��innin �escrlbed b . P . „ . g.... . . . . .� . . J.... ,.... . Y��.�:� :�-:::�'=-:�;•�.�:;'_ . :. S�cYiori�l3/55��°on�structural.pians.:and.�pecif�afions.pre�ar..�d by�.this;offic��d�ted �9.�4ugu�t�,.: ::"�.-� �•:�,�.� .:� : � �•2011:.:�Both en.ds,of.thfs,.pour will�pe contairted:�y.futur�p°buCs.`:.�ut�ire'�owef�.��e to.be .. . : • installed per plan,'sfagg�rpoth.sides�of.retnforsem�nt_ih +existin�fQOtir�g as regui�ed:�:��:�., . - � Epo�cjl.dowels�as�placed.for�this portton:of;th� uR.der;pinning,�r�'approved�6y::tfi(s:`pff�e;� . . � .� � � : - . . . . �;. ., � . _ � � . � ' . . . s:': Cot�tact fliis�.office with�n '��u�estions:;i�ga�ding��this'�I�tt�r;or:the•b.alar�ce�of.tiie�. ro ect at:t�i�e�.`��.�.:��.:�:� : �`: � < ' I.ione�numbsrshQwn:b�lo ° �:; , . - � - . p �� - . A . ,�!!:` . . . . . -� . . . . . . . . . _ . _ _ .... .. .. . . .. . .. .. . . . .,.. _ , � . . . . , .. � - . .: .. . . , .. ... .... : _ . . . � Sincere �_-. . .._� , . � - - - -- - - '.�:: __ _ __ . . :; -- -- - - - . _ '{�' . . • 'i ... . .. c " • . .� . . ....- .' , �.i, .. H �T �O� � N� 1 C:�- . . �� . ,, ::�;. � . �� e . . � . . 4 .,: . . . °.; .- . . . . . . . :�� ;`.� `:;�. ':.� . . _ - . �=�� .. . �;' - - .,.� � . �'� � . - �� . `� . � � . . . , , .. . _ . , . :;' �': - • . o: . . ��• . ��i:`� . �p,,�yq� e� - . . - � , . . .. . . :,:� . . . by�g s �.'o `p��`tl�. q . . . �i' ♦ .' ' . � "r . . - ' . . . .. . ...�INai � . � � - �. � - . k � . . • . " . _ �� . _ - . ::z� pfes�dent . _ � . . . :.. � ':� _ ;- . �' . . . � .. . _� ., . �. . ...;..`.: . . _. . .. . - . . . . - . . ' . . . -.. � �. .: . . ' . ';:; • . '': • - . . . .. :,,� ;:: :', . . . . .. . . . . � � • . . . ,- .. • _ .., . - . . , . .. .' . . . . • � � . . .. � . � • �•:,:.. • : _ �� • ° . .. � . � . � . � - _ : � . •;� .. - . � : - � . . : . .;.: . . . .: . _ . - . � �� _ � � � � , . . . .� � . . .. " . ��' -... .,�} . � - � - _ . , . . . . . -',: � . . . � . . � . . - �<.,.�� - -;�. - . �: .. •• � . � ..� . . .. -. . �,�.- . •. . . . '�c'Nil architectu�al.and:sViictu�af��iigtneering:',p;p;�bqx�.2Z47�Vail,;cfi[oradti:8_J 65$.4•�fi�2b�7.�4�;��637..��AX) .. - ' ' • .. • '. ..••` '1 , � , �RDUHn ENGINEERING CDNSULTRNTS November 14`h, 2011 Job Name: Materials Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed the reinforcing steel placed by Vasquez for the footings at approximately gridlines A.1/1.1 and C.2-C.5/1.3. The reinforcing steel was observed for specified bar size, spacing, clearances, and lap splices. Based on today's observations, the reinforcing steel at the previously described locations appeared to have been placed in general conformance with the project plans and specifications. George with Nedbo Construction was informed of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Office Corporate O�ce Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 CROUH� ENGINEERING CONSULTRNTS November 17th, 2011 Job Name: Materials Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to retrieve previously cast concrete test specimens. The specimens were returned to our laboratory for final curing and future compressive strength testing. Results will be forwarded upon completion. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Invemess Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 �ROUHn ENGINEERING CONSULTRNTS November 23, 2011 Job Name: Materials Testing, 303 Gore Creek, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled by Vasquez for the footings at gridlines A.0-A.5/1.0 and 2.0. The drilled holes were observed for specified depth, diameter, and overall cleanliness. We then observed Vasquez Concrete utilizing Hilti HY-150 Max epoxy to place reinforcing dowels into the drilled holes until excess epoxy was obsenred being displaced from the holes. Based on our observations, the drilled holes and reinforcing dowels at the previously described locations appeared to have been placed in general conformance with the project plans and specifications. Gilbert with Vasquez was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 CROU�1In ENGINEERING CONSULTRNTS December 6, 2011 Job Name: Materials Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled into the existing concrete by Vasquez Concrete for the footings in the basement level at approximately gridlines C.8-D.2/1.3 and C.2/1.0-1.2. The drilled holes were observed for specified depth, diameter, and overall cleanliness. We then observed Vasquez Concrete utilize Hilti HY-150 Max epoxy to epoxy reinforcing dowels into the drilled holes until excess epoxy was observed being displaced from the holes. Based on today's observations, the drilled holes reinforcing dowels at the previously described locations appeared to have been constructed in general conformance with the project plans and specifications. Additionally, we retrieved previously cast concrete test specimens. The specimens were returned to our laboratory for final curing and future compressive strength testing. Results will be forwarded upon completion. Gilbert with Vasquez was informed of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Jon Noble Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Invemess Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 �ROU�n ENGINEERING CONSULTRNTS December 13, 2011 Job Name: Materials Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled into the existing concrete by Vasquez Concrete for the foundation walls at approximately gridlines A.5-B.0/1.0 and 2.0. The drilled holes were observed for specified depth, diameter, and cleanliness. We observed that the holes drilled into the existing CMU walls were approximately 5 to 5 1/2" in depth. This was approved by the structural engineer per a verbal conversation on site. We then observed Vasquez Concrete utilize Hilti HY-150 Max epoxy to epoxy reinforcing dowels into the drilled holes until excess epoxy was observed being displaced from the holes. Based on today's observations, the drilled holes and reinforcing dowels at the previously described locations appeared to have been constructed in general conformance with the project plans and specifications. Gilbert with Vasquez was informed of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 �ROUHn ENGINEERING CONSULTRNTS December 16, 2011 Job Name: Materials Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled into the existing vertical wall by Vasquez Concrete for new foundation walls at gridlines C.1-C.3/1.0-1.2. The drilled holes were observed for specified depth, diameter, and cleanliness. We then observed Vasquez Concrete utilize Hilti HY-150 Max epoxy to epoxy reinforcing dowels into the drilled holes until excess epoxy was observed being displaced from the holes. Based on today's obsenrations, the drilled holes and reinforcing dowels at the previously described locations appeared to have been constructed in general conformance with the project plans and specifications. Gilbert with Vasquez was informed of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Jon Noble Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Invemess Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 �ROUr�n ENGINEERING CONSULTRNTS December 22, 2011 Job Name: Materials Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled into the existing foundation wall by Vasquez Concrete for new foundation walls at gridlines B.1-6.5/2.0 and at C.3-C.6/2.0. The drilled holes were observed for specified depth, diameter, and cleanliness. We then obsenred Vasquez Concrete utilize Hilti HY-150 Max epoxy to epoxy reinforcing dowels into the drilled holes until excess epoxy was observed being displaced from the holes. Based on today's observations, the drilled holes and reinforcing dowels at the previously described locations appeared to have been constructed in general conformance with the project plans and specifications. Gilbert with Vasquez was informed of today's obsenrations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 �ROU�n ENGINEERING CONSULTRNTS January 19, 2012 Job Name: Materials Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled into the existing foundation wall by Vasquez Concrete for new foundation walls at gridlines B.0/1.0 and B.0/2.0. The drilled holes were observed for specified depth, diameter, and cleanliness. We then observed Vasquez Concrete utilize Hilti HY-150 Max epoxy to epoxy reinforcing dowels into the drilled holes until excess epoxy was obsenred being displaced from the holes. Based on today's observations, the drilled holes and reinforcing dowels at the previously described locations appeared to have been constructed in general conformance with the project plans and specifications. Gilbert with Vasquez was informed of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Invemess Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 CROUHn ENGINEERING CONSULTRNTS January 27, 2012 Job Name: Materials Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled into the existing foundation walls by Vasquez Concrete for new foundation walls at gridlines B.0-C.0/1.0 and C.0-C.5/2.0; and for the I-Beam anchor bolts at gridlines C.2/2.0. The drilled holes were observed for specified depth, diameter, and cleanliness. We then observed Vasquez Concrete utilize Hilti HY-150 Max epoxy to epoxy reinforcing dowels into the drilled holes until excess epoxy was observed being displaced from the holes. Based on today's observations, the drilled holes and reinforcing dowels at the previously described locations appeared to have been constructed in general conformance with the project plans and specifications. Gilbert with Vasquez was informed of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 CRDUHn ENGINEERING CDNSULTRNTS February 3, 2012 Job Name: Materials Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. Upon our arrival we were informed by George with Nedbo that the scheduled drilled holes observation was canceled for today due to the drilled holes not being completed. George informed us that he would reschedule the observation for a later date. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Invemess Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 �RDUHn ENGINEERING CONSULTRNTS February 6, 2012 Job Name: Materials Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled into the existing foundation wall by Vasquez Concrete for new foundation walls at gridlines C.1/1.0 and holes drilled by Nedbo Construction for first floor steel framing anchor bolts at gridlines A.0-B.0/1.0 and A.0-B.0/2.0. The drilled holes were observed for specified depth, diameter, and cleanliness. We then observed Vasquez Concrete utilize Hilti HY-150 Max epoxy to epoxy reinforcing dowels and anchor bolts into the drilled holes until excess epoxy was observed being displaced from the holes. Based on today's observations, the drilled holes, reinforcing dowels, and anchor bolts at the previously described locations appeared to have been constructed in general conformance with the project plans and specifications. Gilbert with Vasquez and George with Nedbo were informed of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 ��ou�n ENGINEERING CONSULTRNTS February 13, 2012 Job Name: Materials Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled by Nedbo Construction into the existing CMU walls for first floor steel framing anchor bolts at gridlines B.0-C.0/1.0 and B.0-C.0/2.0. The drilled holes were observed for specified depth, diameter, and cleanliness. We then observed Nedbo utilize Hilti HY-150 Max epoxy to epoxy the anchor bolts into the drilled holes until excess epoxy was observed being displaced from the holes. Based on today's observations, the drilled holes and anchor bolts at the previously described locations appeared to have been constructed in general conformance with the project plans and specifications. George with Nedbo was informed of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Invemess Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 �RauHn ENGINEERING CONSULTI�NTS March 6, 2012 Job Name: Materials Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled by Vasquez Concrete into the existing footings for the under-pin walls at gridlines C.5-D.0/2.0 and D.5/1.2-1.5. The drilled holes were observed for specified depth, diameter, and cleanliness. Vasquez utilized a wire brush and an air compressor to clean the holes. We then observed Vasquez utilize Hilti HY-150 Max epoxy to epoxy the reinforcing dowels into the drilled holes until excess epoxy was observed being displaced from the holes. Based on today's observations, the drilled holes and epoxied reinforcing dowels at the previously described locations appeared to have been constructed in general conformance with the project plans and specifications. Gilbert with Vasquez was informed of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Office Corporate Office Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 �ROU�n ENGINEERING CONSULTRNTS May 30th, 2012 Job Name: Materiais Testing, 303 Gore Creek Trail, Vail, Colorado Job Number: 11-6579 Mr. Gilbert Vasquez Vasquez Concrete, Inc P.O. Box 1439 Gypsum, Colorado Attn: Mr. Vasquez As requested, a representative of GROUND visited the project to provide periodic construction materials testing. We observed holes drilled by Vasquez Concrete for the added mechanical room foundation walls and footers. The drilled holes were observed for specified bar size, spacing, clearance, and lap splice. Vasquez utilized a wire brush and an air compressor to clean the holes. Based on today's observations, the drilled holes at the previously described locations appeared to have been constructed in general conformance with the project plans and specifications. Gilbert with Vasquez was informed of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative Grand Junction Offce Corporate Office Gypsum Office 379 Indian Road 41 Inverness Drive East P.O.Box 464 Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637 P:(970)242-4300 P:(303)289-1989 P:(970)524-0720 F:(970)242-4301 F:(303)289-6742 F:(970)524-0721 303 Gore Creek Trail Vail,Colorado Concrete Compressive Strength and Field Test Results Job#11-6579 GROUND Engineering Consuitants,Inc. Period ending 6/23/2012 N � <O h h Z � � o ao � � g > > o-� �� `�mO � � o � � s � o ss � � a � � � a �� o o � �� , �� E E �a i� d �4 � a � C7 € rn rn � � c� � � � r°Oi ,n a=i a�i c•� cv d H C � � � � � N y O _ � m O y yV "�" f0 O � I� Q� � w o y y U o _� � u� � � C N 'C .L.. 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