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Home My WebLink About012 6-11 to 7-23 �� EN�INEERIIVG C�NSIJLTFINTS June 11, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel and post tension tendons placed by J.D. Steel for Level 4, Pour 7. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. We observed the post tension tendons for quantity, profile heights, back up bars, bursting steel, and the overall condition of the tendons. We observed missing top & bottom mat bars, back up bars, bursting steel, and trim bars at various locations throughout the deck, as well as several post tension tendon profile heights that did not comply with the site specifications. We informed Manny with J.D. Steel and Andy with PCL of our observations. J.D. Steel informed us that they would correct the discrepancies. We will re-observe the reinforcing steel and post tension tendons prior to the concrete pour. In addition, we observed reinforcing steel placed by J. D. Steel for shear wall # 2 on level 4. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the site specifications. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS June 12, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We re-observed the Level 4, Pour 7 deck. The previously noted reinforcing steel, post tension tendon, stud rails, co�umn stirrups discrepancies appear to have been corrected. The reinforcing steel and pt placed for this deck now appear to be in general accordance with the project plans and specifications. We also observed reinforcing steel placed for shear wall 1 on Level 4 and for the retaining wall footing at Gridlines HH-UU, 1-1.3. We observed the reinforcing steel for bar size, spacing tolerances, lap splices, and form clearances. We observed several hairpins missing in SW-1 and several vertical dowels missing in the footer. J.D. Steel was informed and immediately corrected the issues. Ernesto with J.D. Steel and Eric with PCL were informed that the reinforcing steel placed for these items appears to be in general accordance with the project plans and specifications. Sincerely, GROUND Engineering Consultants, Inc. Eric Mocko 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS June 15, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel placed by J.D. Steel for Level 4, columns 301 and 303. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS June 16, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed J.D. Steel stressing post tension tendons on Level 4, Pour 7. We measured elongations and observed J.D. Steel perform lift-offs throughout the deck and observed the gauge pressures. See Ground Engineering Post Tension Elongation report for details. Sincerely, GROUND Engineering Consultants, Inc. Marvin Troxel 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,CO 81637 Tei:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 �� EN�INEERIIVG C�NSIJLTFINTS June 16, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel and post tension tendons placed by J.D. Steel for Level 5, Pour 4. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. We observed the post tension tendons for quantity, profile heights, back up bars, bursting steel, and the overall condition of the tendons. We observed missing top and bottom mat bars, back up bars, bursting steel, and trim bars at various locations throughout the deck as well as several post tension tendons profile heights that did not meet the site specifications. We immediately informed Manny with J.D. Steel and Andy with PCL of our observations. J.D. Steel informed us that they would correct the discrepancies prior to the concrete placement. We will re-observe the reinforcing steel and post tension tendons prior to the concrete placement. In addition, we observed holes drilled into the existing slab by PCL on the Lower Basement Level at Gridlines (C-T)-42. We observed the holes for depth, diameter, and the overall cleanliness. PCL utilized a wire brush and a shop vacuum to clean the holes. The holes appeared to be in general accordance with the project plans and specifications of a minimum depth of 6 3/4" for the #6 bar using Hilty HY 150 epoxy. Andy with PCL was informed of our observations. In addition, we observed reinforcing steel placed by J.D. Steel for the west pool retaining walls. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with project plans and specifications. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 81637 Tei:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 �� EN�INEERIIVG C�NSIJLTFINTS June 17, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We re-observed reinforcing steel and post tendon tendons placed by J.D. Steel for Level 5, Pour 4. We observed that J.D. steel had corrected the discrepancies listed on 6/16/2009 report. The reinforcing steel and post tension tendons appeared to be placed in general accordance with the project plans and specifications. In addition, we observed reinforcing steel placed by J.D. Steel for Level 5, columns 418, 422, 430, 431, 432, 433, 442, 506, and 509. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS June 18, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Article I. Article II. Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Article III. Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel placed by J.D. Steel for Level 5, columns 415, 427, 428, 429, 434, 443, 505, 507, 508, and shear wall #5. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Andy with PCL was informed of our observations. In addition, we observed holes drilled by PCL into the existing sidewalk along the east side of the Marriot Inn alley and into existing slab at gridlines HHH-6 on upper basement level through level 2. We observed the holes for depth, diameter, and the overall cleanliness. PCL utilized a wire brush and shop vacuum to clean the holes. The holes in the sidewalk appeared to be in general accordance with project plans and specifications of minimum depth of 3" for the #4 bar using Hilty RE 500 epoxy. The holes in the slab appeared to be in general accordance with project plans and specifications of a minimum of 5 5/8" for the #5 bar using Hilty HY 150 epoxy. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS June 19, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed J.D. Steel stressing post tension tendons on Level 5, Pour 4. We measured elongations, observed J.D. steel performing lift off's throughout the deck and observed gauge pressures. See Ground Engineering Post Tension Elongations report for details. We also observed J.D. Steel place reinforcing steel for the Marriot Alley retaining wall foundation. The reinforcing steel was observed for specified bar size, spacing tolerances, lap splices, and form clearances. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. We also observed J.D. Steel place reinforcing steel for block out fill at gridlines HHH-6 on lower garage level through level 4 and stair mesh for shear wall #1 Levels 1 to 3. We also observed J.D. Steel place reinforcing steel for the southwest retaining wall at Gridlines UUU-.9 to HHH.9. The reinforcing steel was observed for bar size, spacing tolerances, lap splices, and form clearances. The reinforcing steel appeared to be in general accordance with the project plans and specifications. Kurt with J.D. Steel and Andy with PCL were informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Marvin Troxel 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS June 19, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel placed by J.D. steel for Level 5, Columns 417, 424, 416, and 423 and shear wall #4. We observed the reinforcing steel for bar sizing, spacing tolerances, lap splices, and form clearances. The reinforcing steel appeared to be in general accordance with the project plans and specifications. We informed Andy with PCL and Arturo with J.D. Steel of our observations. Sincerely, GROUND Engineering Consultants, Inc. Eric Mocko & Matt Jones 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS June 22, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel and post tension tendons placed by J.D. Steel for Level 5, Pour 5. We observed the reinforcing steel for bar size, spacing, clearance, and lap splice. We observed the post tension tendons for quantity, profile heights, back up bars, bursting steel, and the overall condition of the tendons. We observed missing top and bottom mat bars, back up bars, bursting steel, and trim bars at various locations throughout the deck as well as several post tension tendon profile heights that did not comply with the site specifications. We immediately informed Manny with J.D. Steel and Andy with PCL of our observations. J.D. Steel informed us that they would correct these discrepancies. We will re- observe the reinforcing steel and post tension tendons prior to the concrete placement. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS June 23, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We re-observed reinforcing steel and post tendon tendons placed by J.D. Steel for Level 5, Pour 5. We observed that J.D. steel had corrected the discrepancies listed on 6/22/2009 report. The reinforcing steel and post tension tendons appeared to be placed in general accordance with the project plans and specifications. In addition, we observed holes drilled by PCL into existing slab on the terrace level at gridlines NNN.8-57.2 and on the lower garage level at gridlines EEE.7-57.2. PCL utilized a wire brush and a shop vacuum to clean the holes. We observed the holes for depth, diameter, and overall cleanliness. The holes on the terrace level and the lower garage level appeared to be in general accordance the with project plans and specifications of at least 6 3/4" deep for#6 bar using Hilty HY150 epoxy. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS June 24, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel placed by J.D. Steel for level 5 columns 419 and 504. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 81637 Tei:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 �� EN�INEERIIVG C�NSIJLTFINTS June 25, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed J.D. Steel stressing post tension tendons on Level 5, Pour 5. We measured elongations, observed J.D. steel performing lift off's throughout the deck and observed gauge pressures. See Ground Engineering Post Tension Elongations report for details. In addition, we observed reinforcing steel placed by J.D. Steel for shear wall #3 on level 5. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS June 29, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel and post tension tendons placed by J.D. Steel for Level 5, Pour 6. We observed the reinforcing steel for bar size, spacing, clearance, and lap splice. We observed the post tension tendons for quantity, profile heights, back up bars, bursting steel, and the overall condition of the tendons. We observed missing top and bottom mat bars, back up bars, bursting steel, and trim bars at various locations throughout the deck as well as several post tension tendon profile heights that did not comply with the site specifications. We immediately informed Manny with J.D. Steel and Andy with PCL of our observations. J.D. Steel informed us that they would correct any discrepancies. We will re-observe the reinforcing steel and post tension tendons prior to the concrete placement. In addition, we observed reinforcing steel placed by J.D. Steel for shear wall #2 on level 5. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS June 30, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We re-observed reinforcing steel and post tendon tendons placed by J.D. Steel for Level 5, Pour 6. We observed that J.D. steel had corrected the discrepancies listed on 6/29/2009 report. The reinforcing steel and post tension tendons appeared to be placed in general accordance with the project plans and specifications. In addition, we observed reinforcing steel placed by J.D. Steel for retaining wall footer at gridlines A-24. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS July 1, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel placed by J.D. Steel for the retaining wall at gridlines A-24. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS July 2, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed J.D. Steel stressing post tension tendons on Level 5, Pour 6. We measured elongations, observed J.D. steel performing lift off's throughout the deck and observed gauge pressures. See Ground Engineering Post Tension Elongations report for details. In addition, we observed reinforcing steel placed by J.D. Steel for shear wall #1 north and east walls on level 5. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. In addition, we observed holes drilled by PCL into existing slab on the terrace level at gridlines Q-(34.5-43) and on the south side of shear wall #1 on level 5. PCL utilized a wire brush and shop vacuum to clean the holes. We observed the holes for the depth, diameter, and overall cleanliness. The holes observed on the terrace level appeared to be in general accordance with the project plans and specifications of a minimum of 6 3/4" depth for the #6 bar using Hilty HY150 Epoxy. The holes drilled for shear wall #1 south side on level 5, also appeared to be in general accordance with the project plans and specifications of a minimum of 5 5/8" depth for the #5 bar using Hilty HY150 Epoxy. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS July 6, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel placed by J.D. Steel for shear wall #1 south and west sides on Level 5. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. In addition, we observed holes drilled by PCL into the existing slab on the Upper Basement Level at Gridlines (N-S)-28. PCL utilized a wire brush and a shop vacuum to clean the holes. We observed the drilled holes for depth, diameter, and the overall cleanliness. The holes appeared to be in general accordance with the project plans and specifications of 4" deep for#6 bar using Hilti RE500 epoxy. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS July 7, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel placed by J.D. Steel for shear wall #6 pit slab and for the west pool retaining wall at Gridlines (VV-JJJ)-(24-27). We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. In addition, we observed holes drilled by PCL into the existing slab on the Terrace Level at Gridlines R-34.5 and on the Upper Basement Level at Gridlines H-29. PCL utilized a wire brush and a shop vacuum to clean the holes. We observed the holes for depth, diameter, and the overall cleanliness. The holes on the Terrace Level appeared to be in general accordance with the project plans and specifications of 6 3/4" depth for #6 bar using Hilty HY150 epoxy. The holes on the Upper Basement Level appeared to be in general accordance with the project plans and specifications of 4" depth for #6 bar using Hilty RE500 epoxy. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS July 8, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel placed by J.D. Steel for shear wall #2 on Level 6. We observed the reinforcing steel for bar size, spacing, clearance, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 81637 Tei:(303)289 1989 TeI:(303)289 1989 Tel:(970)524 0720 Fax: (303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 �� EN�INEERIIVG C�NSIJLTFINTS July 10, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel placed by J.D. Steel for shear wall #4 north, west, and east sides on Level 6. We observed the reinforcing steel for bar size, spacing, clearance, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS July 13, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel placed by J.D. Steel for shear wall #4 south side on Level 6. We observed the reinforcing steel for bar size, spacing, clearance, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS July 14, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. Upon our arrival Andy with PCL informed us that the reinforcing steel for the slab extensions on the terrace level would not be ready today and that he would reschedule for a later date. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS July 15, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel and post tension tendons placed by J.D. Steel for Level 6, Pour 1. We observed the reinforcing steel for bar size, spacing, clearance, and lap splice. We observed the post tension tendons for quantity, profile heights, back up bars, bursting steel, and the overall condition of the tendons. We observed missing top and bottom mat bars, back up bars, bursting steel, and trim bars at various locations throughout the deck as well as several post tension tendon profile heights that did not comply with the site specifications. We immediately informed Manny with J.D. Steel and Andy with PCL of our observations. J.D. Steel informed us that they would correct any discrepancies. We will re-observe the reinforcing steel and post tension tendons prior to the concrete placement. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS July 16, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We re-observed reinforcing steel and post tendon tendons placed by J.D. Steel for Level 6, Pour 1. We observed that J.D. steel had corrected the discrepancies listed on 7/15/2009 report. The reinforcing steel and post tension tendons appeared to be placed in general accordance with the project plans and specifications. We were informed by Andy with PCL that the reinforcing steel for the raised slab scheduled for today was not ready and that he would reschedule for a later date. In addition, we observed holes drilled by PCL into existing slab on the upper basement level at Gridlines (TT to VV)-(7 to 9). PCL utilized a wire brush and a shop vacuum to clean the holes. We observed the holes for depth, diameter, and the overall cleanliness. The holes appeared to be in general accordance with the project plans and manufacturer specifications of 5 5/8" minimum depth for #5 bar using Hilty HY150 epoxy. Andy with PCL was informed of our observations. In addition, we observed reinforcing steel placed by J.D. Steel for slab on metal deck on level 4. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS July 17, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. Upon our arrival Andy with PCL informed us that the reinforcing steel for the columns on level 6 and the slab extensions on the terrace level would not be ready today and that he would reschedule for a later date. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS July 20, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed J.D. steel stressing post tension tendons on Level 6, Pour 1. We observed the gauge pressures, measured elongations, and observed J.D. Steel perform lift offs. See Ground Engineering Post Tension Tendon Elongations report for details. We also observed reinforcing steel placed by J. D. Steel for Level 6 columns 416, 417, 504, 505, 507, & 509. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. In addition, we observed holes drilled by PCL on the Terrace Level at Gridlines SSS 4-25 and P-72.5. PCL utilized a wire brush and a shop vac to clean the holes. We observed the holes for depth, diameter, and the overall cleanliness. The holes appeared to be in general accordance with the project plans and specifications of at least 5 5/8" deep for#5 bar using Hilty HY 150 epoxy. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS July 21, 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel placed by J.D. Steel for Level 6 Columns 506 & 508 and for Level 1 raised slab at Gridline DDD-9 and for stem wall at SSS.4-23, and for the air shaft slab on the Terrace Level at Gridline W-72.5. We observed the reinforcing steel for bar size, spacing, clearances, and lap spices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Additionally, we observed holes drilled by PCL into the existing slab on the Upper Basement Level at Gridlines EEE.7-7. PCL utilized a wire brush and a shop vac to clean the holes. We observed the holes for depth, diameter, and the overall cleanliness. The holes appeared to be in general accordance with the project plans and specifications of 5 5/8" depth for the #5 bars using Hilty HY150 epoxy. Andy with PCL was informed of our observations. We collected previously cast concrete cylinders and transported them to our laboratory for future compressive strength testing; results will be forwarded upon completion. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS July 22 2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed PCL placing reinforcing steel for the stem wall on the Terrace Level at gridlines NN-(7-9), for slab extensions at gridlines SSS.3-25 and for the gutter pan on the west side of the Marriot Alley at building gridlines C through AA. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. The reinforcing steel appeared to be placed in general accordance with the project plans and specifications. Andy with PCL was informed of our observations. Upon our return in the afternoon Andy with PCL informed us that the reinforcing steel for shear wall #5 would not be ready today and that he would reschedule for a later date. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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 �� EN�INEERIIVG C�NSIJLTFINTS July 23,2009 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. Cody O' Kelly, As requested, a GROUND Engineering Consultants representative was present to perform materials testing. We observed reinforcing steel placed by J.D. Steel for Shear Wall #5 on Level 6. We observed the reinforcing steel for bar size, spacing, clearances, and lap splices. On the west side of the Shear Wall we observed that J.D. Steel had placed 16, #4 vertical bars, where the project plans called for#5 bars. We immediately informed Eric Hanson with PCL and Pedro with J.D. Steel of our observations. J.D. Steel informed us that they would correct the discrepancies. The reinforcing steel on the north, east, and south sides of the Shear Wall appeared to be in general accordance with the project plans and specifications. Additionally, we observed holes drilled by PCL into the existing slab on the Upper Basement Level at Gridlines EEE.9-8.5. PCL utilized a wire brush and a vacuum to clean the holes. We observed the holes for depth, diameter, and the overall cleanliness. The holes appeared to be in general accordance with project plans and specifications of at least 5 5/8" deep for a #5 bar using Hilty HY150 epoxy. Andy with PCL was informed of our observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure 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,CO 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