Loading...
HomeMy WebLinkAboutField Report - Drilled Pier Installation 05.18.2015FIELD REPORT DRILLED PIER INSTALLATION CTLITHOMPSON DATE : 5118115 PROJECT NUMBER GS05048.001 PHASE: 350 REPORT NO. 1 CLIENT: SUBJECT: Giard Homes, Inc. 1431 Airport Road Rifle, CO 81650 Miller Residence Parcel 3, Roe Subdivision Garfield County, Colorado GENERAL CONTRACTOR: Giard Homes DRILLING CONTRACTOR: PenleV NUMBER AND TYPE OF RIGS: 1) HYT 635 CONCRETE SUPPLIER: United SHEET 1 OF 1 REINFORCEMENT CONCRETE TESTING TIE AND PLACEMENT BY CTL ❑ OTHER: GENERAL DRILLING NUMBER OF TESTS: CONTRACTORS: ❑ CONTRACTORS: ® SPECIFIED STRENGTH: SUBCONTRACTOR: ❑ SPECIFIED SLUMP: WEATHER RANGE OF FIELD SLUMP: Overcast PROGRESS REPORT Drilling started. We suggested all piers that are drilled be poured that day. Two #7 bars placed in each pier. Tremie method was used to displace the water encountered at Pier #9. Sona -o -tube was used at the top of all piers to control mushrooming. FULL TIME OBSERVATION ON CALL OBSERVATION ❑ FIELD REPRESENTATIVE Sandon Thibault REVIEWED BY: Dan Downing/ Laboratory/Field Manager 234 CENTER DRIVE 1 GLENWOOD SPRINGS, CO 816011 TELEPHONE: 970-945-2809 FAX: 970-945-7411 FIELD REPORT DRILLED PIER INSTALLATION Date of Drilling: i PROJECT NO. 1 Report No.: 1 5/18115 f GS05048.001 CTLITHOMPSON Sheet 2 of 2 Date _ Pier No. Pier Dia. In v Overburden `p i S N Bedrock N Planned m w t4 Actual i 3 o Depth of z Water Conditions of Sides Conditions of bottom II Description of Supporting Stratum 5118/15 1 12 25 ROUGH CLEAN SANDSTONE 5118115 2 12 25 NONE NONE ROUGH CLEAN SANDSTONE 5!18115 3 12 25 ■NONE NI NONE ROUGH CLEAN SANDSTONE 5/18/15 riE 12 25 CI NONE NONE ROUGH CLEAN SANDSTONE 5118115 CaIME11125.ONE NONE ROUGH CLEAN SANDSTONE 15/18/15 6 12 25 NONE NONE ROUGH CLEAN SANDSTONE 5118115 7 MEM25 NONE NONE ROUGH CLEAN SANDSTONE 5/18/15 8 12 25 25 25 NONE NONE ROUGH CLEAN SANDSTONE 5/18/15 9 12 25 25 25 TRACE 25 ROUGH CLEAN SANDSTONE 5/18/15 10 ON 25 ill 25 25 NONE , NONE ROUGH CLEAN SANDSTONE Remarks: © Piers inspected. Holes were drilled to proper bearing materials. ® Pier hole locations shown in Figure 1, attached. Field Engineer: Sandon Thibault Reviewed by: Dan Downing Laboratory/Field Manager 234 CENTER DRIVE 1 GLENWOOD SPRINGS, CO 816011 TELEPHONE: 970-945-2809 FAX: 970-945-7411 X y • u e I 0 1&.:,:.c 1 "' • = .tea:-�:=.}-.�i� I jT FIELD REPORT DRILLED PIER INSTALLATION CTLITHOMPSON DATE : 5/19/15 PROJECT NUMBER GS05048.001 PHASE: 350 REPORT NO. 2 CLIENT: SUBJECT: Giard Homes, Inc. 1431 Airport Road Rifle, CO 81650 Miller Residence Parcel 3, Roe Subdivision Garfield County, Colorado GENERAL CONTRACTOR: Giard Homes DRILLING CONTRACTOR: Penley NUMBER AND TYPE OF RIGS: 1) HYT 635 CONCRETE SUPPLIER: United SHEET 1 OF 1 REINFORCEMENT CONCRETE TESTING TIE AND PLACEMENT BY CTL ❑ OTHER: GENERAL DRILLING NUMBER OF TESTS: CONTRACTORS: ❑ CONTRACTORS: ® SPECIFIED STRENGTH: SUBCONTRACTOR: ❑ SPECIFIED SLUMP: WEATHER Overcast PROGRESS REPORT RANGE OF FIELD SLUMP: No piers were installed today due to overnight rain and very wet site conditions. The contractor plans on installing piers tomorrow, May 20, 2015. FULL TIME OBSERVATION ON CALL OBSERVATION ❑ FIELD REPRESENTATIVE Sandon Thibault REVIEWED BY: bil°6 'r"sz., Dan Downing/ Laboratory/Field Manager 234 CENTER DRIVE I GLENWOOD SPRINGS, CO 816011 TELEPHONE: 970-945-2809 FAX: 970-945-7411 FIELD REPORT DRILLED PIER INSTALLATION CTLITHOMPSON DATE : 5/20/15 PROJECT NUMBER GS05048.001 PHASE: 350 REPORT NO. 3 CLIENT: SUBJECT: Giard Homes, Inc. 1431 Airport Road Rifle, CO 81650 Miller Residence Parcel 3, Roe Subdivision Garfield County, Colorado GENERAL CONTRACTOR: Giard Homes DRILLING CONTRACTOR: Penley NUMBER AND TYPE OF RIGS: 1) HYT 635 CONCRETE SUPPLIER: United SHEET 1 OF 3 REINFORCEMENT CONCRETE TESTING TIE AND PLACEMENT BY CTL ❑ OTHER: GENERAL DRILLING NUMBER OF TESTS: CONTRACTORS: 0 CONTRACTORS: SPECIFIED STRENGTH: SUBCONTRACTOR: ❑ SPECIFIED SLUMP: WEATHER RANGE OF FIELD SLUMP: Overcast PROGRESS REPORT Pier installation continued and was in progress at the time we visited the site. Pier drilling was completed today. Three piers outside the excavation were not drilled. The tremie method was used to place the concrete for all piers. Sona tube was used at the top of all piers. FULL TIME OBSERVATION ON CALL OBSERVATION 0 FIELD REPRESENTATI E Sandon Thibault REVIEWED BY: �++$ Dan Downing! Laboratory/Field Manager 234 CENTER DRIVE 1 GLENWOOD SPRINGS, CO 816011 TELEPHONE: 970-945-2809 FAX: 970-945-7411 FIELD REPORT DRILLED PIER INSTALLATION Date of Drilling: PROJECT NO. 5/20/15 GS05048.001 Date Pier No. Pier Dia. Pier Length Depth (ft) (ft) c a) a c c 1 To C 3 4▪ 1 1:1 co coan. • Q 5120115 11 5120115 12 5120115 13 5/20/15 14 12 25 25 25 12 25 25 25 12 25 12 25 25 25 25 25 5120/15 15 12 25 25 25 5120/15 16 12 25 25 25 5/20/15 17 12 25 25 25 5120115 18 12 25 25 25 1 5120115 19 12 25 25 25 5120115 20 12 25 25 25 Remarks: -:•= CTLITHOMPSON Report No.: 3 Sheet 2 of 3 Water Conditions of Sides Conditions of bottom Description of Supporting Stratum Depth of Water Depth to water 3" 25 ROUGH CLEAN SANDSTONE NONE ROUGH CLEAN SANDSTONE 3" 25 ROUGH CLEAN SANDSTONE 3" 25 ROUGH CLEAN SANDSTONE 3" 25 ROUGH CLEAN SANDSTONE NONE ROUGH CLEAN SANDSTONE NONE ROUGH CLEAN SANDSTONE NONE ROUGH CLEAN SANDSTONE NONE ROUGH CLEAN SANDSTONE NONE ROUGH CLEAN SANDSTONE ▪ Piers inspected. Holes were drilled to proper bearing materials. ▪ Pier hole locations shown in Figure 1, attached. Field Engineer: Sandon Thibault Reviewed by: Dan Downing Laboratory/Field Manager 234 CENTER DRIVE 1 GLENWOOD SPRINGS, CO 61601 TELEPHONE; 970-945-2809 FAX: 970-945-7411 FIELD REPORT DRILLED PIER INSTALLATION CTLITHOMPSON Date of Drilling: 5/20/15 PROJECT NO. GS05048.001 Report No.: 3 Sheet 3 of 3 Length (ft) Water Conditions of Sides Date Pier No. Pier Dia. Pier Depth (ft) Length (ft) Water Conditions of Sides o en c 0 :;E D 0 o 0 U.0 Description of Supporting Stratum In Overburden Bedrock Planned Ta 0 v Depth of Water Depth to water 5120115 21 12 25 25 25 NONE ROUGH CLEAN SANDSTONE 5120115 22 12 25 25 25 NONE ROUGH CLEAN SANDSTONE 5120/15 23 12 25 25 25 NONE ROUGH CLEAN SANDSTONE 5/20/15 24 12 25 25 25 NONE ROUGH CLEAN SANDSTONE 5120/15 25 12 25 25 25 NONE ROUGH CLEAN CLAY, SANDY WITH GRAVEL 5/20/15 26 12 25 25 25 NONE ROUGH CLEAN CLAY, SANDY WITH GRAVEL 5/20/15 27 12 25 25 25 NONE ROUGH CLEAN CLAY, SANDY WITH GRAVEL 5120115 28 12 25 25 25 NONE ROUGH CLEAN CLAY, SANDY WITH GRAVEL 5120115 28 12 25 25 25 NONE ROUGH CLEAN CLAY, SANDY WITH GRAVEL 5120/15 30 12 25 25 25 NONE ROUGH CLEAN CLAY, SANDY WITH GRAVEL Remarks: ® Piers inspected. Holes were drilled to proper bearing materials. ® Pier hole locations shown in Figure 1, attached. Field Engineer: Sandon Thibault Reviewed by: Dan Downing LaboratorylField Manager 234 CENTER DRIVE 1 GLENWOOD SPRINGS, CO 816011 TELEPHONE: 970-945-2809 FAX: 970-945-7411 - r — :0' '0 or e ....D : 0 77: . 0 a A.* 4.. ...--c.:n C) : r4 itzsL. e O. --,t-J .. i, -, ..... „I z... ; e