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Lam Lee Add-LR000216 (10)DRILLED PIER INSPECTION REPORT CLIENT Scott Reed Contractors BEARING Gray Shale PROJEC Lam Lee DRILLING Denman Inc. REPORT 00-014.125 REPORT 02-`16-00 WO-1249 WO DATE: 02-'10-00 TECHNICIAN T. Jackson Date Drilling Started 02-10-00 02-10-00 02-10-00 02-10-00 02-10-00 02-10-00 Date Drilling Completed 02-10-00 02-10-00 02-10-00 02-10-00 02-10-00 02-10-00 Date Concrete Placed 02-10-00 02-10-00 02-10-00 02-10-00 02-10-00 02-10-00 Shaft Diameter (in.)- Designed/Measured 36" 36" 36" 36" 36" 36" Bell Diameter (in.) - Designed/Measured No No No No No No Elevation of Pier form Ground Surface (ft.) N/A N/A N/A N/A N/A N/A Elevation to Top of Pier (ff.) 517.0' 517.0' 517.0' 517.0' 517.0' 517.0' Depth to Bearing Stratum (ft.) 27.0' 25.2' 26.1' 26.0' 25.2' 27.0' Depth of Bottom of Pier (ft.) 33,5' 33.4' 33.0' 32.2' 31.5' 33.7' Penetration (ft)-Required-Measured 6.0'/6.5' 6.0'/8.2' 6.0'/6.9' 6.0'~6.2' 6.0'/6.3' 6.0'/6.7' Length of Pier (ff.) 34.0' 33.9' 33.5' 32.7' 32.0' 34.2' 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 No No No No No No Vertical Bars: No. & Size 44~6 4-,~6 4-#6 4--~6 44~6 44¢6 Horizontal Ties: Size & Spacing 3@12 3@12 3@12 3@12 3@12 3@12 Cage Diameter (in.) 21" 21" 21" 21" 21" 21" Length of Cage (ft.) 33.0' 33.0' 32.5' 31.7' 31.0' 33.3' Vertical Bars Spliced: Yes/No No No No No No No Concrete Placed with Tremie: Yes/No Yes Yes Yes Yes Yes Yes 2502 Gravel Drive · Fort Worth, Texas 76118 · 817,595 0064 telephone · 817.589.7279 metro. 817.595,0708 fax Page No.: 2' Report No.: 00-014.125 Pier Identification N3,7 1:/Al Date Drilling Started 02-10-00 02-10-00 02-10-00 02-10-00 02-10-00 02-10-00 Date Drilling Completed 02-10-00 02-10-00 02-10-00 02-10-00 02-10-00 02-10-00 Date Concrete Placed 02-10-00 02-10-00 02-10-00 02-10-00 02-10-00 02-10-00 Shaft Diameter (in.) - Designed/Measured 36" 36" 36" 36" 36" 36" Bell Diameter (in.) - Designed/Measured No No No No No No Elevation of Pier form Ground Surface (ft.)N/A N/A N/A N/A N/A N/A Depth to Top of Pier (ft.) 517.0' 517.0' 517.0' 517.0' 517.0' 517.0' Depth to Bearing Stratum (ft.) 30.0' 27.0' 28.5' 28.0' 25.0' 25.1' Depth of Bottom of Pier (ft.) 36.1' 33.9' 35.2' 34.2' 32.0' 31.5' Penetration (ft.) - Designed/Measured 6.0'/6.1' 6.0'~6.9' 6.0'/6.7' 6.0'/6.2' 6.0'/7.0' 6.0'~6.4' Length of Pier (ft.) 36.6' 34.4' 35.7' 34.7' 32.5' 32.0' 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 No No No No No No Vertical Bars: No. & Size 4-#6 4-~6 4-~6 4-#6 4-#6 4--~6 Horizontal Ties: Size & Spacing #3@12 #3@12 #3@12 #3@12 #3@12 #3@12 Cage Diameter (in.) 21" 21" 21" 21" 21" 21" Length of Cage (ft.) 35.6' 33.4' 34.7' 33.7' 31.5' 31.0' Vertical Bars Spliced: Yes/No No No No No No No Concrete Placed with Tremie: Yes/No y~ Y~ y~ Yes Yes Yes SOILTECH ENGINEERING AND TESTING, INC. es M Perdu~e an~ ~sting M g 2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax