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Home My WebLink About003 6-12 to 7-25 CRDU�IIn ENGINEERING CDNSULTRNTS June 12, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed the reinforcing steel placed for the composite topping on the terrace level at Gridlines 46-72/C-R. We observed the reinforcing steel for bar size, bar number, spacing, clearance and splice lap. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. We observed J.D. Steel stressing the post-tension tendons for the terrace level deck and second level deck. We measured the elongations, observed the gauge pressures and recorded the calibrations. Jeff with PCL was notified of our observations and measurements. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS June 13, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed reinforcing steel placed for footing 1215 at 28/E and footing 1103 at 36/A. We also observed the reinforcing steel placed for shear wall #8 at B57.2-61.5 / BGGG.2 — BEEE.8 and columns 407 at 52.3/MMM, 408 at 57.2/MMM, 409 at 65/MMM, 410 at 63.7/MMM. We observed reinforcing steel for bar size, bar number, spacing, clearance, and splice lap. The reinforcing steel appeared to be placed in general accordance with the project p►ans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS June 17, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site, we observed PCL placing reinforcing steel for footings 1241, 1242, 1244- 1246 at gridlines RG/R9-11, R11/RG-RJ and C.9, C10, C11 and C12. We observed the reinforcing steel for bar size, bar number, spacing, clearance, and splice lap. We observed the reinforcing steel touching the soils in footing 1245 and water in 1242. These issues were addressed before the pour. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Scott with PCL was notified of our results and observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS June 18, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site, we observed the drilled epoxy bars at A/43 to 39 for the C.7 grade beam the holes were cleaned with a brush and compressed air. We observed the reinforcing steel for bar size, bar number, hole depth, and epoxy placement. The reinforcing steel appears to have been placed in general accordance with he project specifications and manufacturers specifications. Jeff with PCL was notified of our results. Sincerely, GROUND Engineering Consultants, Inc. Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS June 19, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site, we observed reinforcing steel placed for the composite topping for 2nd level deck of the parking garage at 42/C-BEE.6. We observed the reinforcing steel for bar size, bar number, spacing, clearance, and splice lap. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Scott with PCL was notified of our results and observations. We also observed PCL placing reinforcing steel for spread footing C.7 at Gridline C-A/43-36. We observed reinforcing steel for bar size, bar number, spacing, clearance, splice lap. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our results and observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS June 20, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site, we observed the reinforcing steel repairs using epoxy for the spread footing at Gridlines 34.5/A. We observed PCL placing reinforcing steel with epoxy for hole depth, hole diameter, cleanliness, placement of epoxy. The holes were brushed out and compressed air was used prior to placing the reinforcing steel. The reinforcing steel and epoxy appears to be placed in general accordance with the project plans and specifications. We observed reinforcing steel placed for spread footer C6 at Gridline C-A/56-49 for bar number, bar size, spacing, clearance, splice lap. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. We observed J.D. Steel placing reinforcing steel for footing 1228/F25 at Gridline M/28. We observed the reinforcing steel for bar number, bar size, spacing, clearance, splice lap. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS June 23, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site, we observed PCL placing reinforcing steel with epoxy for spread footings D.18 at N-BJ6/21-23 and B27.4/D. We observed the reinforcing steel placed with epoxy for hole depth, hole diameter, cleanliness, and placement of epoxy. The hole was cleaned with a brush and compressed air prior to the placement of the epoxy. The reinforcing steel and epoxy appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS June 24, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site, we observed J.D. Steel placing reinforcing steel for footings 1235, 1234, 1236, and D19, D20, and shear walls southwest at 1228. We observed the reinforcing steel for bar size, bar number, spacing, clearances, and splice lap. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS June 25, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site, we observed J.D. Steel placing reinforcing steel for footings 1227, 1238, 1238, and columns 199, 200, 259, and 260. We observed the reinforcing steel for bar size, bar number, spacing, clearances, and splice lap. We observed some clearance issues at Footer 1227, which was addressed promptly. The reinforcing steel appears to be in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS June 25, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site, we observed PCL placing reinforcing steel for plinth #199 at Gridline B27.5/H. We observed the reinforcing steel for bar size, bar number, spacing, clearance, and splice lap. The reinforcing steel appears to be in general accordance with the project plans and specifications. Jeff with PCL was notified of our results and observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS June 26, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site, we observed reinforcing steel for footings 1240, 1243, and spread footer D.24 and the composite topping for the parking structure at BZZ.9/B47.5-70. The reinforcing steel was observed for bar size, bar number, spacing, clearance, and splice lap. The reinforcing steel appears to be in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. We observed PCL placing reinforcing steel with epoxy along Gridlines R9/RJ for spread footer D.24. We observed the steel placed with epoxy for hole depth, hole diameter, cleanliness, and placement of epoxy. The holes were brushed and cleaned with compressed air prior to the placement of the epoxy. The steel and epoxy appeared to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS June 26, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site, we observed reinforcing steel placed for footing 1240 & 1243, and spread footers D.24, D.25, plinths 189 & 200 and the composite topping for parking structure at terrace level at W-BZZ.9/B475-72. The reinforcing steel was observed for bar size, bar number, spacing, clearance, and splice lap. The reinforcing steel appears to be in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS June 27, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site, we observed reinforcing steel placed for the 2nd level parking structure composite topping at W-BZZZ.9/B47.5-70. We observed the reinforcing steel for bar size, bar number, spacing, clearance, splice lap. We also observed the reinforcing steel placed for footings 1237 and spread footing D.21 and D.22. Footing 1237 contained some standing water, but this was removed before the pour. The reinforcing stee► for the topping slab and spread footings appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS June 28, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site, we observed PCL placing reinforcing steel with epoxy along R9/RJ for spread footers. We observed the reinforcing steel placed with epoxy for hole depth, hole diameter, cleanliness, and placement of epoxy. The holes were cleaned with a brush and compressed air prior to the placement of epoxy. The reinforcing steel and epoxy appeared to be placed in general accordance with the project plans and specifications. We notified Jeff with PCL of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS June 30, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site, we observed PCL placing reinforcing steel for Stem Wall at Footer 1238, 1240, and 1237. Also we observed the reinforcing steel in spread footer at 1240. We observed the reinforcing steel for bar size, bar number, spacing, clearance, and lap splice. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was informed of our observations. We observed PCL placing flow fill around the footers 1240-1246. It is our understanding that PCL elected to use fiow fill because of a near by electrical trench and ground water issues. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS July 1, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site, we observed PCL placing reinforcing steel with epoxy for the Mechanical Pads 12 and 13 at 72/H-R. We observed the reinforcing steel placed with epoxy for hole depth, hole diameter, cleanliness, and placement of epoxy. The holes were brushed and cleaned with compressed air prior to the placement of the epoxy. The reinforcing steel and epoxy appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS July 2, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed reinforcing steel for the Terrace Level composite topping for parking structure at Gridlines BTT.9-BEE.6/56-70. We observed the reinforcing steel for bar size, bar number, spacing, clearance, and splice lap. The steel appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our results. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS July 8, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed PCL placing reinforcing steel for footings 1028 at B40.3/BMMM.4, 1034 at B40.3/BEEE.8, 1059 at B40.3/BTT.9. We observed the reinforcing steel for bar size, bar number, spacing, clearance, and splice lap. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS July 9, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed PCL placing reinforcing steel for footings 1060 at SS/40, and 1062 at BTT.9/34. We observed the reinforcing steel for bar size, bar number, spacing, clearance, and splice lap. Footing 1060 had some clearance issues which will be addressed before the pour. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS July 10, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed PCL placing reinforcing steel for footings 1033 at BZZ.9 and 1061 at 34/SS. We observed the reinforcing steel for bar size, bar number, spacing, clearance, and splice lap. Footings 1061 had clearance issues which were addressed promptly. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS July 11, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed PCL placing reinforcing steel for footings 1031 at 34/BZZE.8 and 1032 at 34/BAAA.2. We observed the reinforcing steel for bar size, bar number, spacing, clearance, and splice lap. The reinforcing steel appears to be placed in general accordance with he project plans and specifications. Also we observed PCL placing reinforcing steel with epoxy along 70/BPP.9. We observed the reinforcing steel placed with epoxy for hole depth, hole diameter, cleanliness, and placement of epoxy. The holes were brushed and compressed air was used prior to the placement of the epoxy. The reinforcing steel and epoxy appears to be placed in general accordance with the plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS July 15, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed the reinforcing steel placed for slab on grade at M-P/66-70. We observed the reinforcing steel for bar size, bar number, spacing, cleanliness, and splice lap. The reinforcing steel appears to be placed in general accordance with the plans and specifications Also we observed PCL placing reinforcing steel with epoxy along spread footers B.6 at BSSS.3/B42 and for the mechanical pads 12 and 13 at 69/P-Y. We observed the reinforcing steel placed with epoxy for hole depth, hole diameter, cleanliness, placement of epoxy. The reinforcing steel and epoxy appears to be placed in general accordance with the plans and specifications. Jeff with PCL was notified of our observations. We observed PCL placing reinforcing steel for footing B.6 at BSSS.3/B35, 1029 at B34.5/BSSS.3, 1030 at B34.5/BNNN.8, 1104 at B34.5/BNNN.8, and 1169 at B29.5/BEEE.8. We observed the reinforcing steel for bar size, bar number, spacing, clearance, and splice lap. The reinforcing steel and epoxy appears to be placed in general accordance with the plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS July 16, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed the reinforcing steel placed for footing 1168 at B29.5/BAAA.2 and 1170 at B29.5/BTT.9. We observed the reinforcing steel for bar size, bar number, spacing, clearance, and splice lap. The reinforcing steel at 1170 had clearance issues but was addressed. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS July 18, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed the reinforcing steel for slab on grade at pour 3 at 65/E#-BTT.9 and pour 2A at BTT.-BAAA.2/48. We observed the reinforcing steel for specified bar size, bar number, spacing, clearances and splice lengths. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Also we observed reinforcing steel for footings 1105 at 27.8/BSSS.4, 1167 at B25.8/BAAA.2, 1173 at B25.8/BTT.9, and Spread Footer B.7 at BSSS.4/27-34. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. We observed reinforcing steel with epoxy at Spread Footer B.7 at BSSS.4/27-34. We observed the reinforcing steel placed with epoxy for hole depth, diameter, cleanliness, and placement of epoxy. The holes were brushed out and blown with compressed air prior to the epoxy. The reinforcing steel and epoxy appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS July 22, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed PCL placing reinforcing steel for S.O.G. at pour 3, Mechanical Room. We observed the reinforcing steel for specified sizes, bar number, spacing and splice lengths. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS July 23, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed PCL placing reinforcing steel for footings 1106 at B25.8/BNNN.4, and 1166 at B25.8/BEEE.8. We observed the reinforcing steel for bar size, bar number, spacing, clearance, and splice lap. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Also we observed reinforcing steel placed with epoxy at Spread Footer 1105 at 27.8/BSSS.3. We observed the reinforcing steel placed with epoxy for hole depth, hole diameter, cleanliness, and placement of epoxy. The holes were brushed out and compressed air was used prior to the placement of epoxy. The reinforcing steel with epoxy appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS July 24, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed PCL placing reinforcing steel for S.O.G. at 48-63/W-C and for footer B.8 at BSSS.3/B25.8 and 1107 at 23/BSSS.3 and 1165 at 23/BEEE.8. We observed the reinforcing steel for bar size, bar number, spacing, clearance and splice lengths. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�IIn ENGINEERING CDNSULTRNTS July 25, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Dave Williams Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Williams, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed PCL placing reinforcing steel for Footer 1165 at B23.4/BAAA.2. We observed the reinforcing steel for bar size, bar number, clearance, spacing, and splice lengths. The reinforcing steel appears to be placed in general accordance with the project plans and specifications. Jeff with PCL was notified of our observations. Sincerely, GROUND Engineering Consultants, Inc. James Ford Field Representative South Metro Office North Metro Office Gypsum Office 41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721