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Home My WebLink About10-039 Daily Field Reports 57 to 62 REINFORCING STEEL (REBAR) OBSERVATION KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers Lakewood—(303)989-1223 Grand Junction—(970)241-7700 To: Town of Vail Job No. 10-039 Date: ll/ll/10 Tom Kassmel,P.E. Town Engineer Report#: 57A Sheet: 1 of 2 Department of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: ❑ Sunny � Cloudy ❑ Rain � Snow Temp: 30°F± Reinforcing Steel (Rebar) Observations: Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): ECO Building Foundation Walls Location of Observations: Gridlines A.0/61-8.0 and A.0-C.0/6.1 Sheet or Plan Number: S 100, 9/S 120, and 12/S 120 Meets Project Spec. ECO Building Foundation Wall Rebar: Gridlines A.0/6.1-8.0 yes no Horizontal: Size: #5 Spacing: 1'-4"o.c. at inside face � ❑ Horizontal: Size: #5 Spacing: 1'-4" o.c. at outside face � ❑ Vertical: Size: #5 Spacing: 1'-0"o.c. at inside face � ❑ Vertical: Size: #5 Spacing: 1'-4" o.c. at outside face � ❑ Corner bars: Size: #5 Spacing: 1'-4" o.c. each face at Gridlines A.0/6.1 � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Meets Project Spec. ECO Building Foundation Wall Rebar: Gridlines A.0-C.0/6.1 yes no Vertical: Size: #5 Spacing: 1'-0"o.c. at inside face � ❑ Vertical: Size: #5 Spacing: 1'-4" o.c. at outside face � ❑ Horizontal: Size: #5 Spacing: 1'-4"o.c. at inside face ❑ � Horizontal: Size: #5 Spacing: 1'-4" o.c. at outside face ❑ � Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Discrepancies/Remarks: Based on our observations, it is our opinion that the reinforcing steel (rebar) yes no noted in this Daily Field Report has not been properly placed and has failed to meet project ❑ � specifications. Don Sneed Scott B. Myers, P.E. Field Observer Reviewed By REINFORCING STEEL (REBAR) OBSERVATION KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers Lakewood—(303)989-1223 Grand Junction—(970)241-7700 To: Town of Vail Job No. 10-039 Date: ll/ll/10 Tom Kassmel,P.E. Town Engineer Report#: 57B Sheet: 2 of 2 Department of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: ❑ Sunny � Cloudy ❑ Rain � Snow Temp: 30°F± Reinforcing Steel (Rebar) Observations: Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): ECO Building Coluinn Location of Observations: Gridlines B.0-C.0/2.0 Sheet or Plan Number: 5100 and 10/5311-CP1 Meets Project Spec. ECO Building Column Rebar: Gridlines B.0-C.0/2.0 yes no Vertical: Size: 16 - #8 Spacing: As per configuration � ❑ Ties: Size: #4 Spacing: 1'-0" o.c. � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Meets Project Spec. Rebar: yes no Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) Length: ❑ ❑ Discrepancies/Remarks: Based on our observations, it is our opinion that the reinforcing steel (rebar) yes no noted 'm this Daily Field Report has been properly placed and has met project specifications. � ❑ Don Sneed Scott B. Myers, P.E. Field Observer Reviewed By REINFORCING STEEL (REBAR) OBSERVATION KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers Lakewood—(303)989-1223 Grand Junction—(970)241-7700 To: Town of Vail Job No. 10-039 Date: ll/12/10 Tom Kassmel,P.E. Town Engineer Report#: 58 Sheet: 1 of 1 Department of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: � Sunny ❑ Cloudy ❑ Rain ❑ Snow Temp: 42°F± Reinforcing Steel (Rebar) Observations: Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): ECO Building Foundation Wall Location of Observations: Gridlines A.0-C.0/6.1 Sheet or Plan Number: S 100 and 12/S 120 Meets Project Spec. ECO Building Foundation Wall Rebar: Gridlines A.0-C.0/6.1 yes no Vertical: Size: #5 Spacing: 1'-0"o.c. inside face � ❑ Vertical: Size: #5 Spacing: 1'-4" o.c. outside face � ❑ Horizontal: Size: #5 Spacing: 1'-4"o.c. inside face � ❑ Horizontal: Size: #5 Spacing: 1'-4" o.c. outside face � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Meets Project Spec. Rebar: yes no Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) Length: ❑ ❑ Discrepancies/Remarks: Based on our observations, it is our opinion that the reinforcing steel (rebar) yes no noted 'm this Daily Field Report has been properly placed and has met project specifications. � ❑ Mike Brath Scott B. Myers, P.E. Field Observer Reviewed By REINFORCING STEEL (REBAR) OBSERVATION KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers Lakewood—(303)989-1223 Grand Junction—(970)241-7700 To: Town of Vail Job No. 10-039 Date: ll/13/10 Tom Kassmel,P.E. Town Engineer Report#: 59A Sheet: 1 of 4 Department of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: ❑ Sunny � Cloudy ❑ Rain � Snow Temp: 28°F± Reinforcing Steel (Rebar) Observations: Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): Columns Location of Observations: Gridlines B.0-C.0/1.0 and A.0/6.0 SheetorPlanNumber: 5100, 10/S3ll-CP1, 5101, and 10/5311-CP2 Meets Project Spec. Column Rebar: Gridlines B.0-C.0/1.0 yes no Vertical: Size: 16 - #8 Spacing: As per configuration � ❑ Ties: Size: #4 Spacing: 1'-0" o.c. � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Meets Project Spec. Column Rebar: Gridlines A.0/6.0 yes no Vertical: Size: 8 - #8 Spacing: As per configuration � ❑ Ties: Size: #4 Spacing: 1'-0" o.c. � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Discrepancies/Remarks: Based on our observations, it is our opinion that the reinforcing steel (rebar) yes no noted 'm this Daily Field Report has been properly placed and has met project specifications. � ❑ Don Sneed Scott B. Myers, P.E. Field Observer Reviewed By REINFORCING STEEL (REBAR) OBSERVATION KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers Lakewood—(303)989-1223 Grand Junction—(970)241-7700 To: Town of Vail Job No. 10-039 Date: ll/13/10 Tom Kassmel,P.E. Town Engineer Report#: 59B Sheet: 2 of 4 Department of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: ❑ Sunny � Cloudy ❑ Rain � Snow Temp: 28°F± Reinforcing Steel (Rebar) Observations: Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): Foundation Walls Location of Observations: Gridlines C.0/6.0-8.0 and A.0-C.0/8.0 Sheet or Plan Number: S 100, 3/120-3, and 6/S 120 Meets Project Spec. Foundation Wall Rebar: Gridlines C.0/6.0-8.0 yes no Vertical: Size: #5 Spacing: 1'-4" o.c. outside face � ❑ Horizontal: Size: #5 Spacing: 1'-4" o.c. outside face � ❑ Vertical: Size: #5 Spacing: 1'-0"o.c. inside face � ❑ Horizontal: Size: #5 Spacing: 1'-0"o.c. inside face � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Meets Project Spec. Foundation Wall Rebar: Gridlines A.0-C.0/8.0 yes no Vertical: Size: #5 Spacing: 1'-0"o.c. inside face � ❑ Vertical: Size: #5 Spacing: 1'-4" o.c. outside face � ❑ Horizontal: Size: #5 Spacing: 1'-4" o.c. each face � ❑ Corner bars: Size: #5 Spacing: 1'-4" o.c. each face � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Discrepancies/Remarks: Based on our observations, it is our opinion that the reinforcing steel (rebar) yes no noted 'm this Daily Field Report has been properly placed and has met project specifications. � ❑ Don Sneed Scott B. Myers, P.E. Field Observer Reviewed By REINFORCING STEEL (REBAR) OBSERVATION KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers Lakewood—(303)989-1223 Grand Junction—(970)241-7700 To: Town of Vail Job No. 10-039 Date: ll/13/10 Tom Kassmel,P.E. Town Engineer Report#: 59C Sheet: 3 of 4 Department of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: ❑ Sunny � Cloudy ❑ Rain � Snow Temp: 28°F± Reinforcing Steel (Rebar) Observations: Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): Foundation Wall Location of Observations: Gridlines A.3-B.0/0.0 and B.0/0.0-1.0 Sheet or Plan Number: S 100 and 3/S 121 Meets Project Spec. Foundation Wall Rebar: Gridlines yes no Horizontal: Size: #5 Spacing: 1'-0" o.c. inside face � ❑ Vertical: Size: #5 Spacing: 1'-0"o.c. inside face � ❑ Horizontal: Size: #5 Spacing: 1'-4" o.c. outside face � ❑ Vertical: Size: #7 Spacing: 1'-0" o.c. outside face � ❑ Corner bars: Size: #5 Spacing: 1'-0" and 1'-4" o.c. to match horizontal � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Meets Project Spec. Rebar: yes no Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) Length: ❑ ❑ Discrepancies/Remarks: Based on our observations, it is our opinion that the reinforcing steel (rebar) yes no noted 'm this Daily Field Report has been properly placed and has met project specifications. � ❑ Don Sneed Scott B. Myers, P.E. Field Observer Reviewed By REINFORCING STEEL (REBAR) OBSERVATION KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers Lakewood—(303)989-1223 Grand Junction—(970)241-7700 To: Town of Vail Job No. 10-039 Date: ll/13/10 Tom Kassmel,P.E. Town Engineer Report#: 59D Sheet: 4 of 4 Department of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: ❑ Sunny � Cloudy ❑ Rain � Snow Temp: 28°F± Reinforcing Steel (Rebar) Observations: Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): Foundation Walls Location of Observations: Gridlines C.0/1.0-6.0, B.0-C.0/2.7, and B.0/2.7-3.4 Sheet or Plan Number: S 100, 3/S 121, and 6/S 121 Meets Project Spec. Foundation Wall Rebar: Gridlines C.0/1.0-6.0 yes no Horizontal: Size: #5 Spacing: 1'-0"o.c. inside face � ❑ Vertical: Size: #5 Spacing: 1'-0"o.c. inside face ❑ � Horizontal: Size: #5 Spacing: 1'-4" o.c. outside face � ❑ Vertical: Size: #7 Spacing: 1'-0" o.c. outside face � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) yes Length: 3'-2.5"at horizontal ❑ ❑ Meets Project Spec. Foundation Wall Rebar: Gridlines B.0-C.0/2.7 and B.0/2.7-3.4 yes no Horizontal: Size: #5 Spacing: 1'-4" o.c. each face � ❑ Vertical: Size: #5 Spacing: 1'-0" o.c. each face � ❑ Corner bars: Size: #5 Spacing: 1'-4" o.c. each face � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Discrepancies/Remarks: Based on our observations, it is our opinion that the reinforcing steel (rebar) yes no noted in this Daily Field Report has not been properly placed and has failed to meet project ❑ � specifications. Don Sneed Scott B. Myers, P.E. Field Observer Reviewed By REINFORCING STEEL (REBAR) OBSERVATION KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers Lakewood—(303)989-1223 Grand Junction—(970)241-7700 To: Town of Vail Job No. 10-039 Date: ll/15/10 Tom Kassmel,P.E. Town Engineer Report#: 60A Sheet: 1 of 2 Department of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: ❑ Sunny � Cloudy ❑ Rain ❑ Snow Temp: 28°F± Reinforcing Steel (Rebar) Observations: Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): ECO Building Foundation Walls Location of Observations: Gridlines C.0/1.0-6.0, A.0-B.0/3.4, and A.2/5.5-6.1 Sheet or Plan Number: S 100, 3/S 121, and 6/5312 Meets Project Spec. ECO Building Foundation Wall Rebar: Gridlines C.0/1.0-6.0 yes no Horizontal: Size: #5 Spacing: 1'-0"o.c. inside face � ❑ Vertical: Size: #5 Spacing: 1'-0"o.c. inside face � ❑ Horizontal: Size: #5 Spacing: 1'-4" o.c. outside face � ❑ Vertical: Size: #7 Spacing: 1'-0" o.c. outside face � ❑ Corner bars: Size: #5 Spacing: 1'-0"o.c. inside face � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) yes Length: 3'-2.5" at horizontal � ❑ Meets Project Spec. ECO Building Foundation Walls Rebar: Gridlines A.0-B.0/3.4 and A.2/5.5-6.1 yes no Vertical: Size: #5 Spacing: 1'-0" o.c. � ❑ Horizontal: Size: #5 Spacing: 1'-0" o.c. � ❑ Corner bars: Size: #5 Spacing: 1'-0" o.c. � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) yes Length: 3'-1.0"at horizontal � ❑ Discrepancies/Remarks: Based on our observations, it is our opinion that the reinforcing steel (rebar) yes no noted in this Daily Field Report has been properly placed and has met project specifications. � ❑ Don Sneed Scott B. Myers, P.E. Field Observer Reviewed By REINFORCING STEEL (REBAR) OBSERVATION KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers Lakewood—(303)989-1223 Grand Junction—(970)241-7700 To: Town of Vail Job No. 10-039 Date: ll/15/10 Tom Kassmel,P.E. Town Engineer Report#: 60B Sheet: 2 of 2 Department of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: ❑ Sunny � Cloudy ❑ Rain ❑ Snow Temp: 28°F± Reinforcing Steel (Rebar) Observations: Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): ECO Building Foundation wall openings Location of Observations: Gridlines C.0/6.0-6.5 and B.0-C.0/8.0 from Mid-height to Top of Wall Sheet or Plan Number: S 100 and 5300-12 Meets Project Spec. ECO Building Foundation Wall Openings Rebal': Gridlines C.0/6.0-6.5 and B.0-C.0/8.0 from Mid-height to Top of Wall yeS ri0 Around opening: Size: #5 Spacing: Add '/z number of bars plus 1 at 0'-3" � ❑ o.c. Corner bars: Size: 2 - #5 Spacing: At corners, observed � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Meets Project Spec. Rebar: yes no Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) Length: ❑ ❑ Discrepancies/Remarks: Based on our observations, it is our opinion that the reinforcing steel (rebar) yes no noted in this Daily Field Report has been properly placed and has met project specifications. � ❑ Don Sneed Scott B. Myers, P.E. Field Observer Reviewed By REPORT OF CONSTRUCTION ACTIVITIES KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers Lakewood—(303)989-1223 Grand Junction—(970)241-7700 To: Town of Vail Job No. 10-039 Date: ll/16/10 Tom Kassmel,P.E. Town Engineer Report#: 61A Sheet: 1 of 3 Department of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: ❑ Sunny � Cloudy ❑ Rain � Snow Temp: 27°F± Construction Activities/Observations: Field engineer arrived on site, as requested,to observe waterproofmg for the snow storage retaining wall 14'-6"to 30'-3"west of Gridline E-1/E-B.1 to E-D.S. Field engineer observed that the waterproofing was in place on the interior of the wall from the north to the south end and to approximately 6.25"from the top of the wall. Don Sneed Scott B. Myers, P.E. Field Observer Reviewed By SOIL COMPACTION TEST RESULTS To: Town of Vail KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 10-039 Date: ll/16/10 Tom Kassmel,P.E. Report#: 61B Sheet: 2 of 3 Geotechnical and Materials Engineers Town Engineer Subject: Fill Observation and Testine Department of Public Works/Transpartation Lalcewood-(303)989-1223 Snow Starage Slab-on-grade Backfill 1309 Elkhorn Drive Grand Junction-(970)241-7700 Lionshead Transit Center Vail,Colorado 81657 Vail,Colorado Laborato Field Depth Mauimum Optimum Test Location or Dry Moisture Dry Moisture Percent Pass/Fail Soil Type No. Elevation Density Content Density Content Compaction (feet) cfj (%) c� (%) 194 21'West of Gridlines�1/E-D.4 -L0± 130.3 7.9 128.1 9.0 98 Fail Curve#1 SAND Gravell Sil 195 18'West of Gridlines&1/E-E.5 -2.0± 130.3 7.9 123.8 101 95 Fail Curve#1 SAND Gravell Sil 196 27'West of Gridlines�1/E-B.6 -3.0± 130.3 7.9 126.2 10.0 97 Fail Curve#1 SAND Gravell Sil 197 Retest of Test#194 -1.0± 130.3 7.9 129.7 9.6 100 Pass Curve#1 SAND Gravell Sil 198 Retest of Test#195 -2.0± 130.3 7.9 131.1 10.3 100 Pass Curve#1 SAND Gravell Sil 199 Retest of Test#196 -3.0± 130.3 7.9 130.7 10.5 100 Pass Curve#1 SAND Gravell Sil Weather: ❑ Sunn � Cloud ❑ Rain � Snow Tem : 26°F± � Fill Tested Meets Specifications. Specification Compaction&Material: 100%of Standard Proctor AASHTO T 99,+2°/o ❑ Fill Tested Does Not Meet Specifications as Indicated by Test Number(s) to-2°/o of Optimum Moisture Content and Should be Removed or Reworked. Type and Number of Earth Moving Units: 1-Trackhoe � Contractor Advised. ❑ Full Time Observation. � Part Time Observation. Type and Number of Compaction Units: 1-Walk-behind Progress Report: Field engineer arrived on-site, as requested, to observe and test snow storage slab-on-grade bacicfill 14'-6" to 30'-3" west of Gridline �1/E-B.1 to E�D.S. The Number of Passes: Varies Thickness of Lift: Unknown failing area was further compacted. Test results indicate that moisture and density tests Method of Adding Moisture: None performed at the noted locations have inet project specificarions. This report presents opinions formed as a rosult of our observations and/or compaction testing of the fill during this visit. We have relied on the co��tractar to continue applying the recommended compactive effort and moisture to the fill during times when our obscrver is not observing operations. Tests are made of the fill only as believed necessary ro calibrate our observer's'ud ment. Test data are not the sole basis for o inions on whether the fill meets s ecifications. Don Sneed Scott B. Myers, P.E. Field Observer Reviewed By REINFORCING STEEL (REBAR) OBSERVATION KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers Lakewood—(303)989-1223 Grand Junction—(970)241-7700 To: Town of Vail Job No. 10-039 Date: ll/16/10 Tom Kassmel,P.E. Town Engineer Report#: 61C Sheet: 3 of 3 Department of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: ❑ Sunny � Cloudy ❑ Rain � Snow Temp: 26°F± Reinforcing Steel (Rebar) Observations: Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): North and South Cantilever ltetaining wall Caps at Southwest Parking Entrance Location of Observations: Gridline E-1 to 61'-2.5"West, on Gridlines E-E.2 and E-E.7 Sheet or Plan Number: 5200, 5/5213, 11/5213, and 9/5319 Meets Project Spec. Re�2ffill1g�J�7�CapS Relj�2': Gridline E-1 to 61'-2.5"West,on Gridlines E-E.2 and E-E.7 yeS T10 Bottom: Size: 3 - #5 Spacing: Continuous � ❑ Dowels: Size: #4 Spacing: 1'-0"o.c., altemating directions � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) yes Length: 14'-4" � ❑ Meets Project Spec. Rebar: yes no Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) Length: ❑ ❑ Discrepancies/Remarks: Based on our observations, it is our opinion that the reinforcing steel (rebar) yes no noted in this Daily Field Report has been properly placed and has met project specifications. � ❑ Don Sneed Scott B. Myers, P.E. Field Observer Reviewed By SOIL COMPACTION TEST RESULTS To: Town of Vail KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 10-039 Date: ll/17/10 Tom Kassmel,P.E. Report#: 62 Sheet: 1 of 1 Geotechnical and Materials Engineers Town Engineer Subject: Fill Observation and Testine Department of Public Works/Transpartation Lalcewood—(303)989-1223 Snow Starage Slab-on-grade Backfill 1309 Elkhorn Drive Grand Junction—(970)241-7700 Lionshead Transit Center Vail,Colorado 81657 Vail,Colorado Laborato Field Depth Mauimum Optimum Test Location or Dry Moisture Dry Moisture Percent Pass/Fail Soil Type No. Elevation Density Content Density Content Compaction (feet) cfj (%) c� (%) 200 18'West of Gridlines�1/E-B.3 -2.0± 130.3 7.9 124.6 11.1 96 Fail Curve#1 (moisture) SAND Gravell Sil 201 26'West of Gridlines&1/E-C -0.5± 130.3 7.9 124.8 ll.3 96 Fail Curve#1 (moisture) SAND Gravell Sil 202 21' West of Gridlines E-1/E-D.2 Grade± 130.3 7.9 120.9 12.1 93 Fail Curve#1 SAND Gravell Sil Weather: ❑ Sunn � Cloud ❑ Rain ❑ Snow Tem : 32°F± ❑ Fill TestedMeets Specifications. Specification Compaction&Material: 95%of Standard Proctor AASHTO T 99,+2%to � Fill Tested Does Not Meet Specifications as Indicated by Test Number(s) -2%of Optimum Moisture Content 200,201,and 202,and Should be Removed or Reworked. Type and Number of Earth Moving Units: 1-Trackhoe � Contractor Advised. ❑ Full Time Observation. � Part Time Observation. Type and Number of Compaction Units: 1-Walk-behind Progress Report: Field engineer arrived on-site, as requested, to observe and test snow storage slab-on-grade backfill. Test results indicate that moisture and density tests Number of Passes: Varies Thickness of Lift: Unknown performed at the noted locations have failed to meet project specifications. Method of Adding Moisture: None This report prosents opinions formed as a result of our observations and/or compaction testing of the fill during this visit. We have relied on the contractor to continue applying the recommended compactive effort and moisture to tlie fill during times when our observer is not observing operations. Tests are made of the fill only as beli�ved necessary to calibrate our observer's jud ment Test data are not the sole basis for o inions on whether the fill meets s ecifications. Don Sneed Scott B. Myers, P.E. Field Observer Reviewed By