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Lam Lee Add-LR000209 (6)DRILLED PIER INSPECTION REPORT CLIENT: Scott Reed Contractors BEARING STRATUM: Gray Shale PROJECT: Lam Lee DRILLING CONTRACTOR: D.D. Denman REPORT NO.: 00-014.113 REPORT DATE: 02-09-00 W0-1187 WO DATE: 02-04-00 TE(;HNICIAN_ T. Jackson t Pierldentificati°n ~10,3 I ~tl I ~117 I l/j13 :[ J,~13 Date Ddllin~i Started 02-04-00 02-04-00 02-04-00 02-04-00 02-04-00 02-04-00 Date Drilling Completed 02-64-00 02-04-00 02-04-00 02-04-00 02-04-00 02-04-00 Date Concrete Placed 02-04-00 02-04-00 02-04-00 02-04-00 02-04-00 02-04-00 Shaft Diameter (in.) - Designed/Measured 30' 30' 30' 30' 30' 30' 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 (ft.) 514.0' 514.0' 514.0' 514.0' 514.0' 514.0' Depth to Bearing Stratum (ft.) 24.0' 24.0' 24.1' 24.0' 24.8' 24.0' Depth of Bottom of Pier (ft.) 30.0' 30.3' 30.1' 30.4' 30.8' 30.0' Penetration(ft.) Req./Measure 6?6.0' 6'~6.3' 6'/6.0' 6'/6.4' 6?6.0' 6'/6.0' Length of Pier (ft.) 30.0' 30.3' 30.1' 30.4' 30.8' 30.0' 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 NO NO NO NO NO NO Vertical Bars: No. & Size 44f.6 4-#6 4-#6 4-/~6 44¢6 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" 17" 17" Length of Cage (ft.) 29.0' 29.O' 29.5' 29.9' 30.2' 29.5' 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 Re~ort No.: 00-014.113 Pierldentification I i Date Drilling Started 02-04-00 02-04-00 02-04-00 02-04-00 Date Drilling Completed 02-04-00 02-04-00 02-04-00 02-04-00 Date Concrete Placed 02-04-00 02-04-00 02-04-00 02-04-00 Shaft Diameter (in.) - 30" 36" 36" 36" Bell Diameter (in.) - No No No No Elevation of Pier form Ground N/A N/A N/A N/A Depth to Top of Pier (ft.) 514.0' 517.0' 517.0' 517.0' Depth to Bearing Stratum (ft.) 24.2 25.4 26.8 27.0 Depth of Bottom of Pier (ft.) 32.2 31.8 32.8 33.4 Penetration (ft.) -Req/Measures 6'~8.0' 6~6.4' 6~6.0' 6'~6.4' Length of Pier (ft.) 32.2' 31.8' 33.6' 34.2' Casing Required: Yes/No Yes Yes Yes Yes Condition of Pier Bottom · Dry Dry Dry Dry Plumb within vertical alignment: Yes Yes Yes Yes Reinforcing Horizontal Alignment No No No No Vertical Bars: No. & Size 4-~6 4-~6 4-~6 4~6 Horizontal Ties: Size & Spacing #3@12 #3@12 #3@12 #3@.12 Cage Diameter (in.) 17" 21.5" 21.5" 21.5" Length of Cage (ft.) 31.0' 31.2' 33.0' 33.0' Vertical Bars Spliced: Yes/No No No No No ¢o0crete Placed with Tremie: Yes Yes Yes Yes SOILTECH ENGINEERING AND--'I'ESTING, INC. ~ ,'/!," t .' /1" ~, J~nes M. Perdue "Materials Testing Manager 2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone ° 817.589.7279 metro ° 817.595.0708 fax