Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Park West CC(4)-LR 950323
'l rracon CONSULTANT$~ INC. I'-".;!~' ~>'.-"ri".;'~.. r-~':e....:.. ~,.. ~. ~.:- M~ch 23, 1995 .... ~ :.~:~-~.~ ~.-~. '2'z 2:~-~2'4 Dupey M~agement Co~. .= .:---~--:: ::..---,--: ~t 9015 Sterling S~t ~:_ ::,,.~.-: :~ I~ing, Texas 75063 Attn: Mr. Robe~ McC~n Re: Dfill~ Pier Obse~ation ~ Designs Co¢orate Offices Coppell, Texas Job No. 17941073 Dear Mr. McCann: As requested, a representative of Terracon Consultants, Inc. was present during the installation of 153 drilled pier foundations for the referenced project. The drilled piers were installed from January 25, to February 13, 1995 and penetrated gray shale. The drilled pier reports for each drilled pier observed are attached to this report. Information on these records includes pier location, shaft diameter, ground elevation, top of concrete elevation, depth to pier bottom, actual bottom elevation, reinforcing steel, and casing (if required). Based on our observations, it appears the piers were installed in general conformance with project plans and specifications. Shaft excavations were dry with very little or no loose material in the bottom of the excavations prior to concrete placement. If there are any further questions in regard to this report, or if we can be of further assistance, please do not hesitate to contact us. Very truly yours, Project Engineer EJC:kms Copy To: James, Harwick + Partners, Inc. Bob Moore Construction City of Coppell Offices of The Terracon Companies. Inc. Geolechnical, Environmental and Materials Engineers OUALITY ENOINEERINO 81NEE 1965 PIER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE 1 OF 1 LOCATION: COPPELL. TEXAS DATE: 1-25-95 SHAFT DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM PIER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF PIER LENGTH DEPTH TION SIZE K-9 24" 100.0 96.0 96.0 20.0 70.6 25.4 25.4 5.4 5.0 6//6 J-9 24" 100.0 96.0 96.0 21.4 69.4 26.6 26.6 5.2 5.0 6#6 I-9 24" 100.0 96.0 96.0 19.3 72.5 23.5 23.5 4.2 4.0 6//6 H-9 24" 100.0 96.0 96.0 19.3 72.2 23.8 23.8 4.5 4.0 6//6 G-9 24" 100.0 96.0 96.0 19.3 72.4 23.6 23.6 4.3 4.0 6//6 F-9 24" I00.0 96.0 96.0 18.8 73.1 22.9 22.9 4.1 4.0 6//6 K.9-5.4 24" 100.0 96.0 94.0 21.3 71.4 22.6 24.6 3.3 3.0 6//6 L.3~5.4 24" 100.0 96.0 94.0 21.0 71.3 22.7 24.7 3.7 3.0 6//6 K.9-5.1 24" 100.0 96.0 94.0 21.8 70.4 23.6 25.6 3.8 3.0 6//6 L.3-5.1 24" 100.0 96.0 94.0 22.0 70.8 23.2 25.2 3.2 3.0 6//6 N.3-4.0 24" 100.0 97.0 97.0 22.0 69.8 27.2 27.2 5.2 5.0 6//6 M.5-4.0 24" 100.0 97.0 97.0 21.0 71.0 26.0 26.0 5.0 4.0 6//6 M.5-4.4 24" 100.0 97.0 97.0 22.3 71.0 26.0 26.0 3.7 3.0 6//6 N.3-4.4 24" 100.0 97.0 97.0 22.2 71.5 25.5 25.5 3.3 3.0 6//6 PIER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE 1 OF 1 LOCATION: COPPELL, TEXAS DATE: 1-26-95 SHAFT DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM PIER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF PIER LENGTH DEPTH TION SIZE K.9 - 4.2 24" 100.0 96.0 97.0 22.0 67.7 29.3 28.3 6.3 5.0 6//6 O - 3.1 24" 100.0 96.0 95.5 20.6 71.2 24.3 24.8 4.2 4.0 6//6 M - 4 24" 100.0 96.0 97.0 22.0 69.7 25.8 26.3 4.3 4.0 6//6 O - 4 24" 100.0 96.0 95.5 21.6 70.3 25.2 25.7 4.1 4.0 6//6 L - 6 24" 100.0 96.0 97.0 23.0 67.7 29.3 28.3 5.3 5.0 6//6 M.4 - 7 24" 100.0 96.0 97.0 21.6 70.4 26.6 25.6 4.0 3.0 6//6 M - 6.4 24" 100.0 96.0 97.0 20.0 72.4 24.6 23.6 3.6 3.0 6//6 PIER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE 1 OF 1 LOCATION: COPPELL. TEXAS DATE: 1-31-95 SHAFt DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM PIER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF PIER LENGTH DEPTH TION SIZE I-8 24" 100.0 99.5 99.3 23.1 71.2 28.1 28.3 5.2 5.0 6#6 H-8 24" 100.0 99.5 99.3 22.7 71.6 27.7 27.9 5.2 5.0 6#6 G-8 24" 100.0 99.5 99.3 22.6 71.6 27.7 27.9 5.3 5.0 6//6 E-8 24" 100.0 99.5 99.3 24.9 69.0 30.3 30.5 5.7 5.0 6//6 F-8 24" 100.0 99.5 99.3 23.4 70.8 28.5 28.7 5.3 5.0 6#6 I-7 24" 100.0 99.5 99.3 22.9 71.1 28.2 28.4 5.5 5.0 6//6 H-7 24" 100.0 99.5 99.3 23.1 71.2 28.1 28.3 5.2 5.0 6#6 G-7 24" 100.0 99.5 99.3 22.6 71.6 27.7 27.9 5.3 5.0 6#6 F-7 24" 100.0 99.5 99.3 22.9 71.4 27.9 28.1 5.2 5.0 6#6 E-7 24" 100.0 99.5 99.3 24.9 68.5 30.8 31.0 5.1 5.0 6#6 P1-ER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE 1 OF 2 LOCATION: COPPELL. TEXAS DATE: 2-01-95 SHAFT DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM PIER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF PIER LENGTH DEPTH TION SIZE L-6.4 24" 100.0 96.0 97.0 21.0 70.9 26.1 25.1 4.1 4.0 6//6 J.4-5 24" 100.0 96.0 97.0 21.2 71.0 26.0 25.0 4.2 3.0 6//6 L-7 24" 100.0 96.0 97.0 20.1 70.7 26.3 25.3 5.2 5.0 6//6 L-8.5 24" 100.0 96.0 97.0 20.1 70.8 26.2 25.2 5.1 5.0 6//6 J.4-4.1 24" 100.0 96.0 97.0 21.9 70.8 26.2 25.2 3.3 3.0 6//6 K-3.7 24" 100.0 96.0 95.5 22.9 69.8 25.7 26.2 3.3 3.0 6//6 L-8.1 24" 100.0 96.0 97.0 20.2 70.6 26.4 25.4 5.2 5.0 6//6 L-7.6 24" 100.0 96.0 97.0 20.0 71.7 25.3 24.3 5.3 4.0 6//6 K-4.1 24" 100.0 96.0 97.0 22.5 69.3 27.7 26.7 4.2 4.0 6#6 K.5-6 24" 100.0 96.0 97.0 22.4 68.2 28.8 27.8 5.4 5.0 6//6 J.9-6 24" 100.0 96.0 97.0 23.5 65.6 31.4 30.4 6.9 5.0 6//6 J.4-5.9 24" 100.0 96.0 97.0 22.7 68.3 28.7 27.7 5.0 4.0 6//6 J.4-3.7 24" 100.0 96.0 97.0 21.6 70.9 26.1 25.1 3.5 3.0 6//6 H.5-6 24" 100.0 96.0 98.0 21.4 69.4 28.6 26.6 5.2 5.0 6//6 K-3 24" 100.0 96.0 95.5 21.5 69.6 26.0 26.4 4.9 4.0 6//6 K-2 24" 100.0 96.0 95.5 21.3 70.4 25.2 25.6 4.3 4.0 6//6 PIER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE 2 OF 2 LOCATION: COPPELL. TEXAS DATE: 2-01-95 SHAFT DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM PIER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF PIER LENGTH DEPTH TION SIZE 1.4-6 36" 100.0 96.0 98.0 21.6 71.2 26.8 24.8 3.2 3.0 7//7 K.5-1 24" 100.0 96.0 94.5 21.6 70.1 24.4 25.9 4.3 4.0 6//6 K-1.2 24" 100.0 96.0 95.5 21.4 69.8 25.7 26.2 4.8 4.0 6//6 J-7 36" 100.0 99.5 99.3 23.3 72.9 26.4 26.6 3.3 3.0 7//7 K-7 36" I00.0 99.5 99.3 22.9 73.2 26.1 26.3 3.4 3.0 7//6 M-8.5 24" 100.0 96.0 97.0 20.6 71.9 25.1 24.1 3.5 3.0 6//6 M.4-8 24" 100.0 96.0 97.0 22.3 70.1 24.5 25.9 3.6 3.0 6//6 PIER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE ! OF 2 LOCATION: COPPELL. TEXAS DATE: 2-2-95 SHAI~r DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM PIER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF PIER LENGTH DEPTH TION SIZE K.5-9.1 24" 100.0 96.0 96.0 19.6 71.5 24.5 24.5 4.9 4.0 6//6 K-8 36" 100.0 99.5 99.3 23.6 72.3 27.0 27.2 3.6 3.0 7//7 L-9.1 24" 100.0 96.0 96.0 19.0 72.1 23.9 23.9 4.9 4.0 6//6 J-8 36" 100.0 99.5 99.3 24.3 71.8 27.4 27.6 3.3 3.0 7//7 M-7 24"' 100.0 99.5 97.0 22.9 73.0 24.0 26.5 3.6 3.0 6//6 F-6.4 24"' 100.0 96.0 97.0 20.6 72.1 24.9 23.9 3.3 3.0 6//6 M-8 24"' 100.0 99.5 97.0 23.0 72.5 24.5 27.0 4.0 3.0 6//6 G-6.4 24"' 100.0 96.0 97.0 20.6 72.3 24.7 23.7 3.1 3.0 .//6 G.4-6.4 24"' 100.0 96.0 97.0 20.0 71.9 25.1 24.1 4.1 4.0 6//6 K-5.2 24"' 100.0 99.5 99.3 22.8 72.3 27.0 27.2 4.4 3.0 6//6 K.5-5.3 24"' 100.0 99.5 99.3 22.9 72.4 26.9 27.1 4.2 3.0 6//6 1.4-5.5 24"' 100.0 96.0 97.0 21.0 71.7 25.3 24.3 3.3 3.0 6//6 D.9-5.8 24"' 100.0 96.0 97.0 23.0 68.8 28.2 27.2 4.2 3.0 6//6 G.5-6 24"' 100.0 96.0 98.0 20.8 71.0 27.0 25.0 4.2 4.0 6//6 J.9-3.6 18" 100.0 96.0 98.3 23.4 69.1 29.2 26.9 3.5 3.0 6//5 J9-3.1 18" 100.0 96.0 97.8 21.3 71.3 26.5 24.7 3.4 3.0 6//5 PIER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE 2 OF 2 LOCATION: COPPELL. TEXAS DATE: 2-2-95 SHAFT DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM PIER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF PIER LENGTH DEPTH TION SIZE L.5-1 24" 100.0 96.0 94.5 20.6 71.3 23.2 24.7 4.1 4.0 6#6 J.9-2.5 18" 100.0 96.0 97.3 20.9 71.8 25.5 24.2 3.3 3.0 6#5 M.4-1 24" 100.0 96.0 94.5 19.0 72.1 22.4 23.9 4.9 4.0 6#6 J.9-1.9 18" 100.0 96.0 97.8 21.6 69.6 28.2 26.4 4.8 3.0 6//5 J.9-1.5 18" 100.0 96.0 97.3 21.5 70.7 26.6 25.3 3.8 3.0 6#5 N.5-1 24" 100.0 96.0 93.5 18.7 72.2 21.3 23.8 5.1 4.0 6//6 J.9-1 18" 100.0 96.0 95.3 21.4 71.4 23.9 24.6 3.2 3.0 6#5 N-2 24" 100.0 99.5 99.3 23.5 69.8 29.5 29.7 6.2 5.0 6#6 J.9-0.5 18" 100.0 96.0 95.8 21.9 70.9 24.9 25.1 3.2 3.0 6//5 PIER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE 1 OF 1 LOCATION: COPPELL. TEXAS DATE: 2-3-95 SHAFT DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM PIER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF PIER LENGTH DEPTH TION SIZE O-1 24" 100.0 96.0 93.5 21.4 70.4 23.1 25.6 4.2 4.0 6#6 N-3 24" 100.0 99.5 99.3 22.6 71.2 28.1 28.3 5.7 5.0 6//6 O-1.9 24" 100.0 96.0 93.5 21.5 70.2 23.3 25.8 4.3 4.0 6#6 K.9-5.6 18" 100.0 96.0 97.0 23.1 69.3 27.7 26.7 3.6 3.0 6#5 B.7-5.9 36" 100.0 96.0 95.8 24.6 69.1 27.7 27.9 3.3 3.0 7#7 25' M-2 24" 100.0 99.5 99.3 22.9 71.1 28.2 28.4 5.5 5.0 6#6 B.4-5.9 36" 100.0 96.0 99.8 25.0 67.9 27.9 28.1 3.1 3.0 7#7 25' L-2 24" 100.0 99.5 99.3 24.1 70.3 29.1 29.3 5.2 5.0 6#6 K.9-4.9 18" 100.0 96.0 97.0 22.9 69.7 28.3 27.3 3.4 3.0 6#5 M-3 24" 100.0 99.5 99.3 23.8 69.9 29.5 29.7 5.9 5.0 6#6 L-3 24" 100.0 99.5 99.3 24.2 70.3 29.1 29.3 5.1 5.0 6#6 B.2-5.9 36" 100.0 96.0 99.0 25.3 67.7 28.3 28.3 3.0 3.0 7#7 25' E-6.4 24" 100.0 96.0 97.0 24.0 69.7 30.3 29.3 5.1 5.0 6#6 Do6.4 36" 100.0 96.0 97.0 22.8 69.7 27.3 26.3 3.5 3.0 7#7 26' G-5.9 36" 100.0 96.0 96.0 25.8 66.6 29.4 29.4 3.6 3.0 7#7 30' PIER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE 1 OF 1 LOCATION: COPPELL, TEXAS DATE: 2-6-95 SHAFT DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM P1ER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF PIER LENGTH DEPTH TION SIZE C-5 30" 100.0 96.0 95.8 24.2 68.5 27.3 27.5 3.3 3.0 6#7 25' M.9-7 24" 100.0 96.0 100.5 24.2 67.2 33.2 28.8 4.6 3.0 6#6 M.9-8 24" 100.0 96.0 100.5 24.5 68.0 32.5 28.0 3.5 3.0 6#6 C-5.7 24" 100.0 96.0 95.8 23.5 68.2 27.6 27.8 4.3 3.0 6#6 K.5-9.4 18" 100.0 96.0 96.0 21.3 71.2 24.8 24.8 3.6 3.0 6#5 J.6-9.5 18" 100.0 96.0 96.0 21.6 71.0 25.0 25.0 3.4 3.0 6#5 1.9-9.4 18" 100.0 96.0 96.0 22.7 69.8 26.2 26.2 3.5 3.0 6#5 H.3-9.4 18" 100.0 96.0 96.0 20.0 72.7 23.3 23.3 3.3 3.0 6#5 G.7-9.5 18" 100.0 96.0 96.0 18.8 73.5 22.5 22.5 3.7 3.0 6#5 F.9-9.4 18" 100.0 96.0 96.0 18.7 73.3 22.7 22.7 3.9 3.0 6#5 D-5.9 36" 100.0 96.0 97.0 25.2 67.7 29.3 29.3 3.1 3.0 7//7 E-9 24" 100.0 96.0 96.0 21.3 69.4 26.6 26.6 5.3 4.0 6#6 D-8.5 36" 100.0 96.0 97.0 24.2 68.0 28.0 28.0 3.8 3.0 7#7 PIER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE 1 OF 1 LOCATION: COPPELL. TEXAS DATE: 2-7-95 SHAVF DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM PIER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF PIER LENGTIt DEPTH TION SIZE D-7 36" 100.0 96.0 97.0 25.3 67.3 29.7 28.7 3.3 3.0 7//7 D-8 36" 100.0 96.0 97.0 25.4 67.2 29.8 28.8 3.4 3.0 7//'7 B.7-5 30" 100.0 96.0 95.8 25.5 67.5 28.3 28.5 3.0 3.0 6#7 B.3-5 30" 100.0 96.0 95.8 26.3 66.7 29.2 29.3 3.0 3.0 6#7 A.8-5.9 36" 100.0 96.0 95.8 27.9 64.7 31.1 31.3 3.4 3.0 7#7 A.9-5 30" 100.0 96.0 95.8 29.2 63.7 32.2 32.3 3.2 3.0 6#7 A.5-5.9 36" 100.0 96.0 95.8 31.5 61.5 34.3 34.5 3.0 3.0 7#7 A.4-5 30" 100.0 96.0 95.8 30.7 61.0 34.8 35.0 4.3 3.0 6#7 A.2-5 30" 100.0 96.0 95.8 32.6 60.0 35.8 36.0 3.4 3.0 6#7 PIER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE 1 OF 1 LOCATION: COPPELL. TEXAS DATE: 2-8-95 SHAFT DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM PIER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF PIER LENGTH DEPTH TION SIZE A-5 24" 100.0 96.0 95.8 32.5 60.5 35.3 35.5 3.0 3.0 6//6 A-5.7 24" 100.0 96.0 96.0 32.3 60.5 35.5 35.5 3.2 3.0 6//6 A.3-5.9 36" 100.0 96.0 96.0 31.9 60.7 35.2 35.2 3.3 3.0 7//7 A-5.9 36" 100.0 96.0 96.0 32.1 60.4 35.6 35.6 6.5 3.0 7//7 D-9 36" 100.0 96.0 96.0 24.9 68.0 28.0 28.0 3.7 3.0 7//7 PIER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE 1 OF 1 LOCATION: COPPELL, TEXAS DATE: 2-9-95 SHAFT DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM PIER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF PIER LENGTH DEPTH TION SIZE C.9-9.1 18" 100.0 96.0 100.3 25.0 67.2 33.1 28.8 3.8 3.0 6//5 C-7 18" 100.0 96.0 100.3 25.6 66.6 33.7 29.4 3.8 3.0 6#5 C-9.1 18" 100.0 96.0 100.3 24.5 67.5 32.8 28.5 4.0 3.0 6//5 C.9-7 18" 100.0 96.0 100.3 24.7 66.2 34.1 29.8 5.1 3.0 6//5 C-8.6 18" 100.0 96.0 100.3 25.3 67.5 32.8 28.5 3.2 3.0 6//5 C.9-8.6 18" 100.0 96.0 100.3 25.2 67.5 32.8 28.5 3.4 3.0 6//5 C-6.4 18" 100.0 96.0 100.3 24.8 66.8 33.5 29.2 4.4 3.0 6//5 C.9-6.4 18" 100.0 96.0 100.3 24.3 68.5 31.8 27.5 3.2 3.0 6//5 C.9-7.5 18" 100.0 96.0 100.3 25.3 67.5 32.8 28.5 3.2 3.0 6//5 C-7.5 18" 100.0 96.0 100.3 25.2 67.5 32.8 28.5 3.3 3.0 6//5 C.9-6 18" 100.0 96.0 100.3 25.4 67.2 33.1 28.8 3.4 3.0 6//5 C.9-5.7 18" 100.0 96.0 100.3 25.7 67.2 33.1 28.8 3.1 3.0 6//5 C-5.7 18" 100.0 96.0 100.3 24.8 68.0 32.3 28.0 3.2 3.0 6//5 C-8 18" 100.0 96.0 100.3 25.4 67.5 32.8 28.5 3.1 3.0 6//5 C.9-8 18" 100.0 96.0 100.3 25.5 67.5 32.8 28.5 3.0 3.0 6//5 PIER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE 1 OF 1 LOCATION: COPPELL, TEXAS DATE: 2-10-95 SHAFT DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM PIER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF P1ER LENGTH DEPTH TION SIZE C.9-9.4 18" 100.0 96.0 100.3 24.8 67.5 32.8 28.5 3.7 3.0 6#5 C-9.4 18" 100.0 96.0 100.3 25.3 67.5 32.8 28.5 3.2 3.0 6#5 C.9-9.3 18" 100.0 96.0 100.3 22.9 68.1 32.2 27.9 5.0 3.0 6#5 C-9.3 18" 100.0 96.0 100.3 23.4 68.3 32.0 27.7 4.3 3.0 6#5 PIER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE 1 OF 1 LOCATION: COPPELL. TEXAS DATE: 2-13-95 SHAFT DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM PIER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF PIER LENGTH DEPTH TION SIZE J.8-0 18" 100.0 96.0 95.0 21.0 70.0 25.0 26.0 5.0 3.0 6#6 J.6-0 18" 100.0 96.0 95.0 21.5 70.5 24.5 25.5 4.0 3.0 6#6 J.8-0.3 18" 100.0 96.0 95.0 22.0 70.0 25.0 26.0 4.0 3.0 6//6 1.8-0.3 18" 100.0 96.0 95.0 22.0 70.5 24.5 25.5 3.5 3.0 6#6 1.8-0.5 18" 100.0 96.0 95.0 22.5 70.0 25.0 26.0 3.5 3.0 6//6 1.8-1 18" 100.0 96.0 95.0 22.5 70.5 24.5 25.5 3.0 3.0 6#6 1.8-1.5 18" 100.0 96.0 95.0 22.5 69.7 25.3 26.3 3.8 3.0 6#6 1.8-2 18" 100.0 96.0 95.0 22.0 69.5 25.5 26.5 4.0 3.0 6#6 1.8-2.5 18" 100.0 96.0 95.0 22.5 70.0 25.0 26.0 3.5 3.0 6#6 1.8-3 18" 100.0 96.0 95.0 22.5 69.5 25.5 26.5 4.0 3.0 6#6 1.8-3.7 18" 100.0 96.0 95.0 22.5 69.5 25.5 26.5 4.0 3.0 6//6 1.8-4.1 18" 100.0 96.0 95.0 22.0 69.5 25.5 26.5 4.5 3.0 6#6 1.8-5 18" 100.0 96.0 95.0 22.5 69.3 25.7 26.7 4.2 3.0 6//6 PIER INSPECTION REPORT PROJECT: M.J. DESIGNS CORPORATE OFFICES PROJECT NO.: 17941073 PAGE 1 OF 1 LOCATION: COPPELL. TEXAS DATE: 2-13-95 SHAFT DIA ELEVATIONS BEARING STRATA PIER DESIGN/ TOTAL TOTAL REBAR CASING ACTUAL FINISH GROUND TOP OF BEARING BOTTOM PIER DRILL PENETRA REQD NO. AND LENGTH FLOOR SURFACE PIER STRATA OF PIER LENGTH DEPTH TION SIZE