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Home My WebLink AboutPost Tensioning Field Report~tech HEPWORTH -PAWLAK GEOTECHN ICAL POST TENS ION ING FI ELD REPORT Client: Aspen Sig natu re Homes of l ronbridge, LLC Attn: Llwyd Ecclestone Attn: P.O . Box 7628 Aspen, Col o rado 81612 Job No.: 113 471A 5020 County Road 154 Glenwood Springs, CO 81601 Ph one: 970 -945-7988 Fax: 970-945-8454 hpgeo@ hpgeotech .com Day : Date: Page : T uesday 5/6/14 1of2 Project: Pro posed Mode l Homes, Lot 259, Riv er V ista, lronbridge De ve lopment, Garfield County, Co lorado Weather: C lear, windy, dry Temperature: 60°F Tendon Location Jacking Gauge Ca lculated Measured Elongation (in .) No. Force Reading Elongation End 1 End 2 (Lot 259) (kips) (psi) (in .) 1a North S ide 33 5500 3% 4 2a N orth Side 33 5500 3% 4X 3a North S ide 33 5500 3% 4 4a North S ide 33 5500 3% 4X 5a N orth S ide 33 5500 3% 4 6 N orth S ide 33 5500 3 3Ys 7 North Side 33 5500 3 3% 8 North Side 33 5500 3 3% M West Side 33 5500 1% 1% 9 N orth Side 33 5500 2Ys 3Ya 10 North Side 33 5500 2% 3% L West Side 33 5500 2% 2% K West S ide 33 5500 2% 2% 11 North S ide 33 5500 2% 2% 12 North Side 33 5500 2% 2% 13 North Side 33 5500 2Ys 2% J West Side 33 5500 2Ye 3% I West Side 33 5500 2Ye 3% H West Side 33 5500 2Ye 3% G West Side 33 5500 2Ye 3% cc: Aspen Signature Home s of l ronbridg e, LLC -Llwyd Ecc lestone (l eccleston e@p bl hfl.net) Sil ich Construction -Dave Ockers (da v e@s ilichconstructio n.com ) Sili ch Construction -John Silich (i slllch@s lll ch c onst ru ct lon.co m ) Pau l Weiser Field Techni c ian /ljg - - - - - - - - - - - - - - - - - - - - Total 4 4X 4 4X 4 3Ys 3% 3% 1% 3Ya 3% 2% 2% 2% 2% 2% 3% 3% 3X 3% . Deviation (%) +6.7 +13.3 +6.7 +13.3 +6 .7 +29 .2 +20 .8 +16.7 -7.7 +8.6 +55 .6 +16.7 +10 .5 +15.8 +10 .5 -8.7 +17.4 +17 .4 +13.0 +2 1.7 ~tech HEPWORTH -PAWLAK GEOTECHN ICAL POST TENSIONING FIELD REPORT Client: Aspen Signature Homes of lronbridge, LLC Attn: Llwyd Ecclestone Attn : P.O. Box 7628 Aspen, Colorado 81612 Job No.: 113 471A 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945 -7988 Fax: 970-945 -8454 hpgeo@ h pg eo tec h. com Day: Date : Page : Tuesday 5/6/14 2 of 2 Project: Proposed Model Homes, Lot 259, River Vista, lronbridge Development, Garfield County, Colorado Weather: Clear, windy, dry Temperature: 60°F Tendon Lo cation Ja cking Gauge Calcu lated Measured Elongation (in .) No. Force Read ing Elongation End 1 End 2 (Lot 259) (kips) (psi) (in.) F West Side 33 5500 2Va 3Y4 E West Side 33 5500 2Va 3Y4 D West Side 33 5500 2Va 3% c West Side 33 5500 2Va 3% B West Side 33 5500 2Va 3% A West Side 33 5500 2Va 3% A2 West Side 33 5500 Va Ya A1 West Side 33 5500 Va Ya AO West Side 33 5500 Va % cc: Aspen Signature Homes of lronbridge, LLC -Llwyd Ecclestone (leccl es t o ne@ pblhfl.net) Silich Construction -Dave Ockers (d av e@s il ichc ons truct ion.c om) Silich Construction -John Silich (ls lll ch@s llichconst r uction .c om ) Paul Weiser Fie ld Technician /lj g - - - - - - - - - Total Deviation (%) 3% +13 .0 3% +13.0 3% +13 .0 3% +17.4 3% +13 .0 3% +13 .0 Va 0 Va 0 % -14.3 James A. Parker, P.E. cEdrtech HEPWORTH - PAWLAK GEOTECHNICAL POST TENSIONING FIELD REPORT Client: Aspen Signature Homes of lronbridge, LLC Attn: Llwyd Ecclestone Attn: P .0. Box 7628 Aspen, Colorado 81612 Job No .: 113 471A 5020 County Road 154 Glenwood Springs, CO 81601 Phone : 970-945-7988 Fax: 970-945-8454 hpgeo@hpgcotec h .com Day: Date : Page: Tuesday 5/6/14 1of2 Project : Proposed Model Homes , Lot 259, River V ista, lronbridge Development, Garfield County, Colorado Weather : Clear, windy, dry Temperature: 60 °F Tendon Location Jac king Gauge Calculated M easured Elongation {in .) No. Force Reading Elongation End 1 End 2 (Lot 259) (ki ps) (psi) (in.) 1a North Side 33 5500 3% 4 2a North Side 33 5500 3% 4Y-i 3a North Side 33 5500 3% 4 4a North Side 33 5500 3% 4Y., 5a North Side 33 5500 3% 4 6 North Side 33 5500 3 3Vs 7 North Side 33 5500 3 3% 8 North Side 33 5500 3 31h M West Side 33 5500 1% 11h 9 North Side 33 5500 2Ye 3Ys 10 North Side 33 5500 2Y-t 3% L West Side 33 5500 2Y-t 2% K West Side 33 5500 2% 2% 11 North Side 33 5500 2% 2% 12 North Side 33 5500 2% 2% 13 North Side 33 5500 2Ye 2% J West Side 33 5500 2Ye 3% I West Side 33 5500 2Ye 3% H West Side 33 5500 2Ye 3Y-t G West Side 33 5500 2Ye 31h cc : Aspen Signature Homes of lronbridge, LLC • Llwyd Ecclestone (l ecclestone@pblhfl.net) Silich Cons truc tion -Dave Ocke rs (dave@silichconstruction.com) Silich Construction -John Silich Osilich@sillchconstru ctlon.com ) Pa ul Weiser Fiel d T e chnici an /lj g - - - - - - - - - - - - - - - - - - - - Total Deviati o n {%) 4 +6 .7 4X +13 .3 4 +6 .7 4Y., +13.3 4 +6.7 3Ye +29.2 3% +20 .8 3% +16 .7 1 % -7 .7 3 Ys +8 .6 31h +55 .6 2% +16 .7 2% +10.5 2% +15 .8 2% +10 .5 2% -8 .7 3% +17.4 3% +17.4 3Y-t +13 .0 3% +2 1.7 James A. P arker, P .E. ~tech HEPWORTH -PAWLAK GEOTECHNICAL POST TENSION IN G FIELD REPORT Client: Aspen Signature Homes of lronbridg e, LLC Attn: Llwyd Ecclestone Attn : P.O. Box 7628 Aspen, Colorado 81612 Job No.: 113 471A 5020 County Road 154 Glenwood Springs, CO 81601 Phone : 970-945-7988 Fax: 970 -945-8454 hpgco@ h pgeot ec h .com Day: Date: Page: Tuesday . 5/6/14 2 of 2 Project: Proposed Model Homes, Lot 259, River Vista, lronbridge Development, Garfield County, Colorado Weather: Clear, windy, dry Temperature: 60°F Tendon Location Jacking Gauge Calcula ted Measured Elongation (in .) No. Force Reading Elongation End 1 End 2 (Lot 259) (kips) (psi) (in .) F West Side 33 5500 2% 3% E West Side 33 5500 2% 3% 0 West Side 33 5500 2% 3% c West Side 33 5500 2% 3% B West Side 33 5500 2% 3% A West Side 33 5500 2% 3% A2 W est Side 33 5500 Va Va A1 West Side 33 5500 Va Va AO W est Side 33 5500 Va % cc: Aspen Signature Homes of lronbridge, LLC -Llwyd Ecclestone (l eccleston e@pb lhfl.net) Silich Construction -Dave Ockers (dav e@s ilic hcons truc ti o n .com ) Silich Construction -John Silich (is lllc h@sllich construction.com ) Paul Weiser Field Technician /ljg - - - - - - - - - Total Deviation (%) 3% +13.0 3% +13.0 3% +13.0 3% +17.4 3% +13.0 3% +13.0 Va 0 Va 0 % -14 .3 James A. Parker, P.E.