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Lam Lee Add-LR000223 (2)DRILLED PIER INSPECTION REPORT CLIENT: Scott Reed Contractors BEARING STRATUM: PROJECT: Lam Lee DRILLING CONTRACTOR: Denman Drilling Company REPORT NO.: 00-014.141 REPORT DATE: 02-23-00 W0-1303 WO DATE: 02-17-00 TECHNICIAN_ D.Ro~]ers Date Drilling Started 02-17-00 02-17-00 02-17-00 02-17-00 02-17-00 02-17-00 Date Drilling Completed 02-17-00 02-17-00 02-17-00 02-17-00 02-17-00 02-17-00 Date Concrete Placed 02-17-00 02-17-00 02-17-00 02-17-00 02-17-00 02-17-00 Shaft Diameter (in.) - 36" 36" 36" 24" 24" 24" Bell Diameter (in.) - N/A N/A N/A N/A N/A N/A Elevation of Pier form Ground N/A N/A N/A N/A N/A N/A Elevation to Top of Pier (ft.) 517.0' 517.0' 517.0' 517.0' 517.0' 517.0' Depth to Bearing Stratum (ft.) 29.0' 29.0' 28.5' 29.0' 28.3' 28.0' Elevation of Bottom of Pier (ft.) 35.5' 35.5' 34.8' 31.6' 30.2' 30.3' Pentration(ft) Required\Measure 6.0'/6.5' 6.0'/6.3' 6.0'/6.3' 2.0/2.6 2.0'/2.4' 2.0'/2,2' Length of Pier (ff.) 35.4'. 35.2' 34.7' 31.5' 30.1' 30.2' Casing Required: Yes/No Yes Yes Yes Yes Yes Yes Condition of Pier Bottom: Wet/Dry/Clean DRY DRY DRY DRY DRY DRY Plumb within vertical alignment: Yes/No YES YES YES YES YES YES Reinforcing Horizontal Alignment N/A N/A N/A N/A N/A N/A Vertical Bars: No. & Size 4-#6 4-t/6 4-#6 4-~ 4-#6 4-#6 Horizontal Ties: Size & Spacing #3@12" #3@12" #3@12" #3@12" #3@12" #3@12" Cage Diameter (in.) 22~ 22" 22" 12" 12" 12" Length of Cage (ft.) 35.0' 34.8' 34.0' 31.0' 29.7' 29.8' Vertical Bars Spliced: Yes/No No No No No No No Concrete Placed with Tremie: Yes/No No No No No No No 2502 Gravel Dri~,e · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro ° 817.595.0708 fax Page No.: 2 Report No.: 00-014.141 Date Ddlling Started 02-17-00 02-17-00 02-17-00 02-17-00 02-17-00 Date Ddlling Completed 02-17-00 02-17-00 02-17-00 02-17-00 02-17-00 Date Concrete Placed 02-17-00 02-17-00 02-17-00 02-17-00 02-17-00 Shaft Diameter (in.)- Designed/Measured 24" 24" 24" 24" 24" Bell Diameter (in.)- Designed/Measured N/A N/A N/A N/A N/A Elevation of Pier form Ground Surface (ft.) N/A N/A N/A N/A N/A Depth to Top of Pier (ft.) 518.0 518.0 518.0 518.0 518.0 Depth to Beadng Stratum (ft.) 29.3' 29.5' 28.3' 28.0' 28.4' Depth of Bottom of Pier (ft.) 36.6' 31.9' 30.7' 30.6' 30.5' Penetration (ft.) - Designed/Measured 2.0/2.3 2.0/2.4 2.0/2.4 2.0/2.6 2.0/2.1 Length of Pier (ft.) 36.6' 31.8' 30.7' 30.5' 30.4' Casing Required: Yes/No Yes Yes Yes Yes Yes Condition of Pier Bottom: WetJDry/Clean Dry Dry Dry Dry Dry Plumb within vertical ali~lnment: Yes/No Yes Yes Yes Yes Yes Reinforcing Horizontal Alignment N/A N/A N/A N/A N/A Vertical Bars: No. & Size 4.-~6 4.4¢6 44~6 4-#-6 4-#6 Horizontal Ties: Size & Spacing #3(~12 #3(~12 #3~12 #3@12 #3@12 Cage Diameter (in.) 12" 12" 12" 12" 12" Length of Cage (ft.) 31.0 31.7 30.6 30.0 30.0 Vertical Bars Spliced: Yes/No No No No No No Concretle Placed with Tremie: Yes/No No No No No No SOILTECH ENGINEERING AND TESq~ING /J JI~.,¢~' M. Perd ue Materials Testing Manager 2502 Gravel Ddge · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817,589.7279 metro · 817,595,0708 fax