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HomeMy WebLinkAbout001 10-21 to 12-9 CRDU�IIn ENGINEERING CDNSULTRNTS October 21, 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 for the slab on grade, pour#10 and the bottom of the pre-cast ramp. The reinforcing steel was observed for bar size, bar number, spacing, lap, and clearance. The reinforcing steel appears to have been placed in general accordance with the project specifications. We observed the CMU for 8' lift (excluding lintels) for the upper level garage, air handling mechanical room. The CMU was observed for mortar, reinforcing steel placement, joint reinforcing, and the overall condition of the CMU. The CMU appears to have been placed in general accordance with the project specifications. Jeff with PCL was notified of the results. Sincerely, GROUND Engineering Consultants, Inc. Nate Fintel 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 October 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 reinforcing steel for columns 463, 467, 468, 469, 470, and 475 for level 2, pour 2. Reinforcing steel observations were made for number of bars, grade of bars, diameter of bars, spacing of bars, lap length and clearance. A few horizontal ties were not observed to be tied securely in place. Jeff Thompson with PCL was immediately notified and had the areas corrected. The reinforcing steel then appeared to generally conform with project plans and specifications. Vogelman was also observed on-site and had place CMU from elevation 8' to 12' on gridline 43 from D to L.9 and on L.9 from 43 to 35; from elevation 8' to 11' 4" on gridline 35 from L.9 to R and on gridline 41 from L.9 to N; from elevation 0' to 4' on gridline R from 34 to 35. The masonry walls were observed for reinforcing steel spacing, grade, and diameter, as well as the general construction of the wall. These walls appeared to generally conform with the project plans and specifications. Jeff Rodriguez with PCL was informed of today's observations. 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,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 October 29, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Cody O'Kelly Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. O'Kelly, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed reinforcing steel placed by J.D. Steel in Columns 471, 472, 474, 466, and 479 on level 2. The reinforcing steel was observed for specified number of bars, grade, diameter, spacing, lap length, and clearance. The column reinforcing steel appeared to generally conform to the project plans and specifications. Manny with J.D. Steel was notified. We observed on the interior masonry walls on upper basement level, Gridline 43 from D to M, elevation 12' to 16'; Gridline 42 from H.8 to M.L. elevation 21' to 16', and Gridline R from 34 to 35 elevation of 4-8'. We observed the masonry construction for specified reinforcing steel, spacing, mortar and grout placement, and the general construction of the wall. The walls appeared to be constructed in general compliance with the project plans and specifications. Post Tension tendon stressing and elongations were recorded for the southwest corner of the upper garage. The post tension elongations were observed for level 1, pour 3. Re-stressing of banded tendons was observed for level 2, pour 1. These results will be forwarded upon completion. 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,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 November 6, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Cody O'Kelly Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. O'Kelly, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site we observed the placement of CMU, mortar, construction of mortar joints, reinforcing steel grade and size, and the general construction of the walls for the lower basement in rooms L122, 123, 125, and 127. These walls appeared to be constructed in general compliance with project plans and specifications. Jeff R. with PCL was notified of our observations. We also observed the reinforcing steel and post-tension tendons for terrace level pour 2. The reinforcing steel was observed for specified bar sizes, number of bars, spacing of bars, lap length and clearance. The post-tension tendon were observed for number of tendons, spacing of tendons, tendon profiles, and the overall condition of the tendons. We observed missing back-up bars, missing tendons, missing top mat bars, missing bottom mat bars, and missing construction joint bars at various locations throughout the deck. Scott with PCL and Pedro with JD Steel were immediately informed of our observations. JD Steel installed the missing tendons and reinforcing steel. The post-tension tendons and reinforcing steel then appeared to be placed in general compliance with project plans and specifications. Scott with PCL was notified of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure and 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,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 November 6, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Cody O'Kelly Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. O'Kelly, As requested, a representative of GROUND visited the project to perForm construction materials testing. While on-site we observed the placement of CMU, mortar, reinforcing steel grade and size, and the general construction of the walls for the lower basement in rooms L122, 123, 125, and 127 from 3' to 4'. These walls appeared to be constructed in general compliance with project plans and specifications. Jeff R. with PCL was notified of our observations. We also observed the reinforcing steel and post-tension tendons for placed for level 3 pour 1. The reinforcing steel was observed for bar size, number of bars, spacing of bars, lap length and clearance. The post-tension tendons were observed for number of tendons, spacing of tendons, tendon profiles, and overall condition of the tendons. We observed missing back-up bars, bursting steel, top mat bars, bottom mat bars, and corner bars at various locations throughout the deck. Manny with JD steel was immediately informed of our observations and installed the missing reinforcing steel. The post-tension tendons and reinforcing steel then appeared to have been placed in general compliance with project plans and specifications. Andy with PCL was informed of today's observations. The reinforcing steel placed for footings 1182, 1175, and 1176 was observed for specified size of bars, spacing, quantity, lap length and clearance were observed. The reinforcing steel placed for the footings appeared to have been placed in general compliance with project plans and specifications. Andy and Jeff with PCL were notified of these observations. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure and Derek Richards 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 November 11, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Cody O'Kelly Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. O'Kelly, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed the placement of CMU, mortar, the construction of mortar joints, reinforcing steel grade & size, and the general construction of the masonry walls in the lower basement rooms, L122, 123, 125, & 127 from 4-8' and rooms L128, 130, & 136 from 0-3'. The masonry walls appeared to be constructed in general compliance with the site specifications. We observed reinforcing steel for columns 377, 378, 385, 395, & 405 on the Terrace Level. We observed the reinforcing steel for bar size, number of bars, spacing, clearance, and lap splice. The reinforcing steel appears to be placed in general compliance with the site specifications. In addition, we observed reinforcing steel for slab on grade, pour #15. We observed the reinforcing steel for bar size, number of bars, spacing, clearance, and lap splice. The reinforcing steel appears to be placed in general compliance with the site specifications. Jeff & Andy with PCL were notified 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,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 November 12, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Cody O'Kelly Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. O'Kelly, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed the placement of CMU, mortar, the construction of mortar joints, reinforcing steel grade & size, and the general construction of the walls for masonry walls on the lower basement level-rooms L128, L130, & L136 from 3-4'. The masonry walls appeared to be constructed in general compliance with the site specifications. Jeff with PCL was notified of our observations. In addition, we observed reinforcing steel for the terrace level, columns 404, 376, 375, 384, and 385 and on level 3, shear wall 7. We observed the reinforcing steel for bar size, number of bars, spacing, clearance, and lap splice. The reinforcing steel appears to be placed in general compliance with the site specifications. Andy with PCL was notified of our observations. We also observed J.D. Steel stressing Post Tension Tendons on Level 1, Pour 2. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure & 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,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 November 17, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Cody O'Kelly Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. O'Kelly, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed the placement of CMU, mortar, construction of mortar joints, reinforcing steel grade and size, and the general construction of the walls for masonry walls in the lower basement level rooms L128, L130, & L136 from 4-8'. The masonry walls appeared to be constructed in general compliance with the site specifications. Jeff with PCL was notified 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,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 November 21, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Cody O'Kelly Vail Resorts Development Company 953 S. Frontage Rd. West, Suite 215 Vail, Colorado 81657 Attn: Mr. O'Kelly, As requested, a representative of GROUND visited the project to perForm construction materials testing. We observed the placement of CMU, mortar, construction of mortar joints, reinforcing steel grade & size, and the general construction of the masonry walls on the lower basement level, rooms L140 & L116 from 0-4'. The masonry walls appeared to be in constructed in general compliance with the site specifications. Andy with PCL was notified 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,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 ������ ENGINEERIN� C�NSIJLTRNTS November 25, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Cody O' Kelly 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 the placement of CMU, mortar, construction of mortar joints, reinforcing steel grade & size, and the general construction of the walls for all the masonry walls in the lower basement level rooms L107 and L108 from 4-8'. The masonry walls appeared to be constructed in general compliance with the site specifications. Jeff with PCL was notified 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 ������ ENGINEERIN� C�NSIJLTRNTS December 1, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Cody O' Kelly 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 the placement of CMU, mortar, construction of mortar joints, reinforcing steel grade & size, and the general construction of the masonry walls on the lower basement level rooms L107 & L108 from 4-8'. The masonry walls appeared to be constructed in general compliance with site specifications. Jeff with PCL was notified 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 ������ ENGINEERIN� C�NSIJLTRNTS December 2, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Cody O' Kelly 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. While on-site we observed the placement of CMU, mortar, construction of mortar joints, reinforcing steel grade and size, and the general construction of the wall at the west end of corridor L107 from 0' to 4'. The masonry walls appeared to be constructed in general compliance with project plans and specifications. Jeff with PCL was notified of today's 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 ������ ENGINEERIN� C�NSIJLTRNTS December 4, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Cody O' Kelly 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. While on-site, we observed the placement of CMU, mortar, construction of mortar joints, reinforcing steel grade and size, and the general construction of the masonry walls at the West end of corridor L109 in the lower basement. The masonry walls appeared to be constructed in general compliance with project plans and specifications. Jeff with PCL was notified 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 ������ ENGINEERIN� C�NSIJLTRNTS December 9, 2008 Job Name: Materials Testing, Ritz Carlton Residences, Vail, Colorado Job Number: 08-6502 Mr. Cody O' Kelly 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 CMU, mortar, construction of mortar joints, reinforcing steel, and the general construction of the walls for masonry walls on the upper basement level rooms U140 and U141 from 0-2' on the west wall from 0-4' on the east wall. The masonry walls appeared to be constructed in general compliance with the site specifications. Jeff with PCL was notified 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