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Lam Lee Add-LR000217DRILLED PIER INSPECTION REPORT CLIENT: Alice Lee cio Realty Capital Corporation BEARING STRATUM: Gray Shale PROJECT: Lam Lee DRILLING CONTRACTOR: D. D, Denman REPORT NO.: 00-014.134 REPORT DATE: 02-17-00 WO-1291 WO DATE: 02-16-00 TECHNICIAN' T. Jackson Pier identification t Fl3 I Gl3 I Fl4 IGI4 I Gl5 Date Drilling] Started 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 Date Drilling Completed 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 Date Concrete Placed 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 Shaft Diameter (in.)- Desi~lned/Measured 30 30 30 30 36 30 Bell Diameter (in.) - Designed/Measured N/A 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 N/A Elevation to Top of Pier Iff-) 518.0 518.0 518.0 518.0 517.0 518.0 Depth to Bearing Stratum (ft.) 31.0 29.0 29.9 28.4 23.4 27.0 Depth of Bottom of Pier (ft.) 33.5 31.5 32.0 30.4 30.0 29.4 Penetration (ft.) - 2.0/2.5 2.0/2.5 2.0/2.1 2.0~2.0 6.0/6.6 2.0~2.4 Length of Pier/ff.) 33.0 31.0 31.5 29.9 30.0 28.6 Casing Required: Yes/No Yes Yes Yes Yes Yes Yes Condition of Pier Bottom · Dry Dry Dry Dry Dry Dry Plumb within vertical alignment: 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-#6 4-#6 4-~6 466 4-~6 Horizontal Ties: Size & Spacing #3@12 #3@12 #3@12 #3@12 #3@12 #3@12 Cage Diameter (in.) 17 17 17 17 22 17 Length of Cage (ft.) 32.5 30,5 31.0 29.4 29.5 28.0 Vertical Bars Spliced: Yes/No No No No No No No Concrete Placed with Tremie: No' No No No No No 2502 Gravel Dri~,e · Fort Worth, Texas 76118 · 817.595 0064 telephone o 817.589.7279 metro · 817.595.0708 fax Page No.: 2 Report No.: 00-014.134 Date Drilling Started 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 Date Drilling Completed 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 Date Concrete Placed 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 Shaft Diameter/in.) - 30 30 30 30 30 30 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 Depth to Top of Pier (ft.) 518.0 518.0 518.0 518.0 518.0 518.0 Depth to Bearing Stratum (ft.) 29.0 28.5 27.4 29.4 27.0 30.0 Depth of Bottom of Pier (ft.) 31.1 30.9 29.9 31.8 29.7 32.4 Penetration (ft.) - 2.012.1 2.0~2.4 2.0~2.5 2.0~2.4 2.012.7 2.0~2.4 Length of Pier Ift-) 30.6 30.3 29.4 31.3 29.3 32.0 Casing Required: Yes/No YES YES YES YES YES YES Condition of Pier Bottom · DRY DRY DRY DRY DRY DRY Plumb within vertical alignment: 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 44~6 44¢6 4-.~6 44¢6 44¢6 44¢6 Horizontal Ties: Size & Spacing #3(~12 #3@12 #3@12 #3@12 #3@12 #3@12 Cage Diameter (in.) 17 17 17 17 17 17 Length of Cage (ft.) 30.0 30.0 29.0 31.0 29.0 31.5 Vertical Bars Spliced: Ye, s/No No No No No No No C~oncrete Plnc~d with Tremie: No No No No Nc) Nn 2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595.0064 telephone · 817.589.7279 metro · 817.595.0708 fax Page No.:3 Repor0 No.:00-014.134 Date Drilling Started 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 Date Drilling Completed 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 Date Concrete Placed 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 2-16-00 Shaft Diameter (in.) - 30 30 30 30 30 30 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 NIA Depth to Top of Pier (ft.) 518.0 518.0 518.0 518.0 518.0 518.0 Dep, th to Bearing Stratum (ft.) 27.4 29.0 28.0 27.8 29.4 28.0 Depth of Bottom of Pier (ft.) 29.9 31.7 30.2 29.9 31.7 30.6 Penetration (ft.)-Required/Measure 2.012.5 2.0/2.7 2.012.2 2.0/2.1 2.0/2.3 2.0/2.6 Length of Pier (ft.) 29.4 31.2 29.7 29.4 31.3 30.1 Casing Required: Yes/No Yes Yes Yes Yes Yes Yes Condition of Pier Bottom' Dry Dry Dry Dry Dry Dry Plumb within vertical alignment: Yes Yes Yes Yes Yes Yes Reinforcing Horizontal Alignment No No No No No No yertical Bars: No. & Size 4-#6 44f6 441~6 4-4~6 4-~6 4--~6 HorizontaITies: Size & Spacing #3@12 #3@12 #3@12 #3@12 #3@12 #3@12 Cacje Diameter (in.) 17 17 17 17 17 17 Length of Cage (ft.) 29.0 29.4 29.0 29.0 31.0 29.5 Vertical Bars Spliced: Yes/No No No No No No No Concrete Placed with Tremie: No No No No No No 2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595.0064 telephone · 817.589.7279 metro · 817.595.0708 fax Page No.:4 " Report No.:00-014.134 Date Drilling Started 2-16-00 2-16-00 2-16-00 2-16-00 Date Drilling Completed 2-16-00 2-16-00 2-16-00 2-16-00 Date Concrete Placed 2-16-00 2-16-00 2-16-00 2-16-00 Shaft Diameter (in.) - 30 36 36 36 Bell Diameter (in.) - N/A N/A N/A N/A Elevation of Pier form Ground N/A N/A N/A N/A Depth to Top of Pier (ft.) 518.0 517.0 517.0 517.0 Depth to Bearing Stratum (ft.) 27.5 28.0 26.8 27.0 Depth of Bottom of Pier (ft.) 29.9 34.0 32.9 33.0 Penetration (ft.) - 2.0~2.4 6.0~6.0 6.0/6.1 6.0~6.0 Length of Pier (ft.) 29.5 32.5 31.4 31.5 Casing Required: Yes/No Yes Yes Yes Yes Condition of Pier Bottom: Dry Dry Dry Dry Plumb within vertical alignment: Yes Yes Yes No Reinforcing Horizontal Alignment N/A N/A N/A N/A Vertical Bars: No. & Size 4-#6 4-~6 44¢6 4-~6 Horizontal Ties: Size & Spacing 3#@12 3#@12 3#@12 3#@12 Cage Diameter (in.) 17 22 22 22 Length of Cage (ft.) 29.0 30.0 31.0 31.0 Vertical Bars Spliced: Yes/No No No No No Concrete Placed with Tremie: No No No No SOILTECH ENGINEE I~ING AND TESTING, INC. G~struction Material Testing Manager 2502 Gravel DriVe · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax