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Town Center L3B1-LR 960103ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 REPORT OF PIER INSPECTION TESTED FOR: Gaske Construction Bel laire, Texas PROJECT: CoAmerica Bank Coppel 1, Texas PIER INFORMATION: Pier Designation Date Drilled Date Concrete Placed Shaft Diameter - Design I Actual, Inches Ground Surtaca Elevation Top Elevation - Design / Actual, ft Bottom Elevation - Design / Actual, ft Deviation from Design - Bottom Elevation (ft +) Steel Reinfomement Used: Vertical (No. & size) Ties (No. & spacing) Splices (No. & location) Length of casing used, ft Depth to Bearing Strata, ft Penetration of Pier into Beadng Strata, ft Total Pier Length, ft REMARKS DATE: OUR REPORT NO.: ARCHITECT: GENERAL CONTRACTOR: PIER CONTRACTOR: CONCRETE SUPPLIER: 01/03/96 95760-15 McCleary German Assoc. Gaske Dal las Foundation Midcities F-i.1 E.9-2 F.1-2.1 F.1-3.5 01/03 01/03 01/03 01/03 01/03 01/03 01/03 01/03 18" / 18" 18" / 18" 18"/ 18" 18" / 18" 99.5 99.5 99.5 99.5 97.5 / 97.5 97.5/ 97.5 97.5/ 97.5 97.5 / 97.5 79.5/ 79.1 79.7/ 79.3 81.1/ 80.5 81.5 / 80.5 0.4 0.4 0.6 1.0 6~6'S 6~6'S 6~6's 6~6'S ~3@12" #3@12" #3@12" ~3@12" N/A N/A N/A N/A 20.0 20.0 20.0 20.0 17.0 16.8 15.4 15.0 3.4 3.4 3.6 4.0 20.4 20.2 19.0 19.0 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 REPORT OF PIER INSPECTION TESTED FOR: Gaske Construction Bel laire, Texas PROJECT: CoAmerica Bank Coppel 1, Texas PIER INFORMATION: Pier Designation Date Drilled Date Concrete Placed Shaft Diameter - Design / Actual, Inches Ground Surface Elevation Top Elevation - Design / Actual, tt Bottom Elevation - Design / Actual, ft Deviation from Design - Bottom Elevation (ft +) Steel Reinforcement Used: Vertical (No. & size) '13es (No. & spacing) Splices (No. & location) Lenglh of casing used, ft Depth to Bearing Strata, ft Penetration of Pier into Bearing Strata, ff Total Pier Length, ft REMARKS DATE: OUR REPORT NO.: ARCHITECT: GENERAL CONTRACTOR: PIER CONTRACTOR: CONCRETE SUPPLIER: 01/03/96 95760-15A McCleary German Assoc. Gaske Dallas Foundatio~ Midcities E.9-3.8 E.5-3.5 E.5-2.1 F-5 Ol/O3 Ol/O3 Ol/O3 Ol/O3 Ol/O3 Ol/O3 Ol/O3 Ol/O3 18" 18" 18" 18" 18" 18" 18" 18" / / / / 99.5 99.5 99.5 99.5 97.5 / 97.5 97.5 / 97.5 97.5 / 97.5 97.5 /97.5 80.7 / 80.5 79.1 / 78.9 79.0 / 78.8 79.7 /79.5 0.2 0.2 0.2 0.2 6%6's 6~6's 6~6's 6~6'S #3@12" #3@12" #3@12" #3@12" N/A N/A N/A N/A 20.0 20.0 20.0 20.0 15.8 17.4 17.5 16.8 3.2 3.2 3.2 3.2 19.0 20.6 20.7 20.0 ALPHA TESTING, INU. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 REPORT OF PIER INSPECTIOH TESTED FOR: Gaske Construction Bel laire, Texas PROJECT: Coknerica Bank Coppel 1, Texas PIER INFORMATION: Pier Designation Date Drilled Date Concrete Placed Shaft Diameter - Design /Actual, Inches Ground Surface ElevaUon Top Elevation - Design / Actual, ft Bottom Elevation - Design / Actual, ft Deviation from Design - Bottom Elevation (It +) Steel Reinforcement Used: Vertical (No. & size) '[]es (No. & spacing) Splices (No. & location) Length of casing used, ft Depth to Bearing Strata, ft Penetration of Pier into Bearing Strata, ft Total Pier Lenglh, ft REMARKS DATE: OUR REPORT NO.: ARCHITECT: GENERAL CONTRACTOR: PIER CONTRACTOR: CONCRETE SUPPLIER: 01/03/96 95760-15B McCleary German Assoc. Gaske Dal las Foundation Mid¢ities E-5 D-5 C-5 C-4 01103 01103 01/03 o1103 01/03 01/03 01/03 01/03 18" / 18" 18" / 18" 18" / 18" 18" / 18" 99.5 99.5 99.5 99.5 97.5 / 97.5 97.5/ 97.5 97.5 / 97.5 97.5 /97.5 76.3 / 75.9 77,2/ 77.1 80.0 / 79.7 79.7 /78.6 0.4 0.1 0.3 1.1 ~6's ~6's ~6's ~6's #3@12" ~3@12" #3@12" #3@12" 20.0 20.0 20.0 20.0 20.2 19.3 16.5 16.8 3.4 3.1 3.3 4.1 23.6 22.4 19.8 20.9 ALPHA TESTING, IN~. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 REPORT OF PIER INSPECTION TESTED FOR: Gaske Cormt ruction Bel laire, Texas PROJECT: CoAmerica Bank Cop~el 1, Texas PIER INFORMATION: Pier Designation Date Drilled Date Concrete Placed Shaft Diameter - Design / Actual, Inches Ground Sudace Elevation Top Elevation - Design ! Actual, ft Bottom Elevation - Design / Actual, ft Deviation from Design - Bottom Elevation (ff +) Steel Reinforcement Used: Vertical (No. & size) Ties (No. & spacing) Splices (No. & location) Length of casing used, ft Depth to Bearing Strata, ft Penetration of Pier into Bearing Strata, ft Total Pier I-e~gth, ff REMARKS DATE: OUR REPORT NO.: ARCHITECT: GENERAL CONTRACTOR: PIER CONTRACTOR: CONCRETE SUPPLIER: 01/03/96 95760-15C McCleary German Assoc. Gaske Dal las Foundation Midcities D-0 E-0 F-0 C-3 01103 o1103 o]./03 o1103 01/03 01/03 01/03 01/03 18" / 18" 18" / 18" 18" / 18" 18" / 18" 99.5 99.5 99.5 99.5 97.5 / 97.5 97.5/ 97.5 97.5/ 97.5 97.5 / 97.5 79.0/ 78.7 80.5/ 79.9 80.9/ 80.1 80.0 / 79.0 0.3 0.6 0.8 1.0 6~6'S 6~6'S 6~6'S 6~6's #3~12" #3@12" #$@12" ~3@12" N/A N/A N/A N/A 20.0 20.0 20.0 20.0 17.5 16.0 15.6 16.5 3.3 3.6 3.8 4.0 20.8 19.6 19.4 20.5 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 REPORT OF PIER INSPECTION TESTED FOR: Gaske Cou~t ruction Bel laire, Texas PROJECT: CoAmerica Bank Coppel 1, Texas PIER INFORMATION: Pier Designation Date Drilled Date Concrete Placed Shaft Diameter - Design / Actual, Inches Ground Surface Elevation Top Elevation - Design / Actual, ft Bottom Elevation - Design / Actual, ft Deviation from Design - Bottom Elevation (ft +) Steel Reinforcement Used: Vertical (No. & size) Ties (No. & spacing) Splices (No. & location) Length of casing used, ft Deplh to Bearing Strata, ft Penetration of Pier into Bearing Strata, ft Total Pier Length, ft REMARKS DATE: OUR REPORT NO.: ARCHITEC~ GENERALCONTRACTOR: PIER CONTRACTOR: CONCRETE SUPPLIER: 01/03/96 95760-15D McClearyGermanAssoc. Gaske Dallas Foundation Midcities C-1.9 B.9-1.8 01103 01103 01103 Ol/O3 18" / 18" 18" / 18" / / 99.5 99,5 97.5 / 97.5 97.5/ 97.5 / / 78.1 / 77.9 80.5/ 80.0 / / 0.2 0.5 6~6's 6~6's #3@12" #3@12" N/A N/A 20.0 20.0 18.4 16.0 3.2 3.5 21.6 19.5