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Town Center L4B1-LR010914ALPHA TESTING, INC. FAX; 972~406~023 REPORT OF PIER MONITORING TESTED FOR: Construction Management Group Dallas, Texas PROJECT: Pier Information: Pier Desig na~on REMARKS: Note: Coppell Tow~ Center Coppell Texas DATE: 14-Sep-01 OUR REPORT NUMBER 01612-14 ARCHITECT: F.W. N A. GENERAL CONTRACTOR: c.M.G. PIER CONTRACTOR: Lyfle Conc. CONCRETE SUPPLIER: Beall C-6 D.5-6 A-4.2 E.1-1.6 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 18 18 18 18 18 18 18 18 54 54 54 54 54 54 54 54 103.0 103.0 99.5 97.5 94.5 92.5 94.5 94.0 92.5 89.0 90.5 88.6 2.0 0.5 3.5 1.9 4#6"s 4~s 4#6's 4#6's ~3's ~ 12" o.c. F~3's ~ 12" o.c. #3's (~ 12" o.c. #3's ~ 12" o.c. N/A N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A 11.0 9.5 12.5 10.9 103.5 103.5 101.5 99.5 Per structural engineer; 9' minimum from Respectfully Submitted existing grade in gray sandy clay. ~n~ cc: Constr. Mngmt. Group; Jeff Miller Jd~n Orta City of Coppell; Larry Daves, Lee Stone ALPHA TESTING, INC. FAX: 972~406-8023 REPORT OF PIER MONITORING TESTED FOR: Construction Management Group Dallas, Texas PROJECT: Pier Information: Coppell Town Center Coppell Texas F-6 E.2-6 E.1-1.3 E.1-I 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 18 18 18 18 18 18 18 18 54 54 54 54 54 54 54 54 101.5 101.5 97.5 97.5 94.5 93,5 94.5 94.4 90.5 88.0 90.5 88,5 1.0 0.1 2.5 2.0 4#6's 4#~s 4~6's 4~6's ~3's ~ 12" o.c. ~3's ~ 12" o.c. #3's ~ 12" o.c. ~3's ~ 12" o.c, N/A N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A 10.0 9.1 11.5 11.0 103.5 103,5 99.5 99.5 Respectfully Submitted ing, Inc. cc: Constr. Mngmt. Group; Jeff Miller Jt~n Orta vv City of Coppell; Lam/Daves, Lee Stone DATE: 14-Sep-01 OUR REPORT NUMBER 01612-14A ARCHITECT: F.W.N.A. GENERAL CONTRACTOR: C.M. G PIER CONTRACTOR: Lytle Conc. CONCRETE SUPPLIER: Bee# REMARKS: Note: Per structural engineer; 9' minimum from exJ~ing grade in gray sandy clay. ALPHA TESTING, INC. 972/620~11 - 972/~37 FAX: 972/406-8023 REPORT OF PIER MONITORING TESTED FOR: PROJECT: Pier fnf~on: Construction Management Group Dallas, Texas Coppell Town Center Coppell Texas DATE: 14-sap-01 OUR REPORT NUMBER 01612-14B ARCHITECT: F.W.N.A. GENERAL CONTRACTOR: c.M.G. PIER CONTRACTOR: Eyrie Conc. CONCRETE SUPPLIER: Beali E.2-5.5 B.5-1 B-5.5 F-7 t 4-Sap 14-Sap 14-Sep 14-Sep 14-Sap 14-Sap 14-Sap 14-Sep 18 18 18 18 18 18 18 18 54 54 54 54 54 54 54 54 99.5 96.5 99.5 101.5 94.5 94.0 90.5 89.0 94.5 94.5 94.5 94.5 0.5 1.5 0.0 0.0 4~E's 4~6's 4~6's 4#~s ~3's Q 12" o.c. ~a Q 12" o.c. ~3's ~ 12' o.c. ff3's ~ 12' o.c. N/A N/A NIA N/A N/A N/A N/A N/A N/A NIA N/A NIA 9.5 10.5 9.0 9.0 103.5 99.5 103.5 103.5 REMARKS: Note: Per structural engineer; 9' minimum from existing grade in gray sandy clay. cc: Constr. Mngmt. Group; Jeff Miller City of Coppctl; Larry Daves, Lee Stone Respectfully Submitted uanolpha Testing, Inc. ALPHA TESTING, INC. FAX; 972~406-8023 REPORT OF PIER MONITORING TESTED FOR: PROJECT: Pier Information: Construction Management Group Dallas, Te)~s Coppell Town Center Coppell Te:,~s DATE: 14-Sep-01 OUR REPORT NUMBER 01612-14c ARCHITECT: F.W.N.A. GENERAL CONTRACTOR: c.M.G. PIER CONTRACTOR: Lytle Conc, CONCRETE SUPPLIER: Seall D-t F-8 D.5~8 C.3-8 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 16 18 18 18 15 18 18 18 54 54 54 54 54 54 54 54 97.5 101.5 101.5 101.5 90.5 88.9 94.5 94.1 94.5 94.5 94.5 94.5 1.6 0.4 0.0 0.0 4 #6's 4 ~6's 4 ~6's 4 #6's ~3's (~ 12" o.c. #3's (~ I'Z' o.c. ~3's (~ 12" o.c. ~t3's ~ 12" o.c. N/A N/A N/A N/A N/A N/A N/A N/A NIA N/A NIA N/A 10.6 9.4 9.0 9.0 99.5 103.5 103.5 103.5 Respectfully Submitted cc: Constr. Mngmt. Group; Jeff Miller ~/~'~ City of Coppell; Larry Daves, Lee Stone Our test resut~s & repots are for the e~clusl~ use e{ the Client (and their designated recipients on file in our oft~ce) and shall not be reproduced and/or distributed except with ~ appeovar of ALPHA. The use of cur name & test results must r~eive our written approval Test msura~ & reports apply only to the samples REMARKS: Note: Per structural engineer; 9' minimum from existing grade in gray sandy clay. ALPHA TE~TING, INC. 972/620-a911 - 972/203~937 (Metro) FAX; ~72/406.-8023 REPORT OF PIER MONITORING TESTED FOR: PROJECT: Pier Information: Construction Management Group Dallas, Texas Coppell Town Center Coppell Texas DATE: 14-Sep-01 OUR REPORT NUMBER 01612-14D ARCHITECT: F.W.N.A. GENERAL CONTRACTOR: C.M.G. PIER CONTRACTOR: L~le Conc. CONCRETE SUPPLIER: Be, all REMARKS: B-7.1 B-8 B.7-8 B-6 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 24 24 24 24 24 24 24 24 72 72 72 72 72 72 72 72 101.5 101.5 101.5 101.5 94.5 94.5 94.5 94.5 94.5 94.0 94.5 93.5 0.0 0.0 0.5 1.0 6~6's 6~6's 6~6's 6#6's #3's ~ 12" o.c. l/G's ~ 12" o.c. ~3's ~ 12" o.c. ~3's ~ 12" o.c. N/A N/A N/A N/A N/A NIA N/A NIA N/A N/A N/A N/A 9.0 9.0 9.5 10.0 103.5 103.5 103.5 103.5 Note: Per structural engineer; 9' minimum from Respectfully Submitted e~dsting grade in gray sandy clay. ,~ Alpha Testing, Inc. cc: Constr. Mngmt. Group; Jeff Miller n Orta Our test resu#s &~--' ~----- - --'---- ' r e~ Jtyp~t sOal r e..,f~rpthe~,le~ cl~u~, H~y~__ __ __ r.=____ ~s~V2t ~eLc~.e, ~iaU; td~th ®,r desigr~ated reciplsnts on §,. in o[~r office)an~' shall nof be reproduced ..d/or dis~bt~ted except w~h express approval o~ ALPHA T~$ use of our r~ame & test results must receive our wfiffen appmv"al. Test results & reix~s apply only to the samples tested and/or obs~wed, and are not indicaf~ of the q~ alii)es of apparel~fly identical or simila~r specimens ALPHA TESTING, INC. 2209 Wiscon~n ~t,, Suite ~ Toxo$ 7522~ 972/620-8911 - 072/2634937 (Metro) FAX: 972/406-8023 REPORT OF PIER MONITORING TESTED FOR: Construction Management Group Dallas, Texas PROJECT: Pier information: Coppell Town Center Coppell Texas A-1.4 A-I B-1 D.5-2 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 24 24 24 24 24 24 24 24 72 72 72 72 72 72 72 72 96.5 96.5 96.5 97.5 90.5 88.5 90.5 89.0 90.5 88.8 90.5 88.5 2.0 1.5 1.7 2.0 6#6's 6#6's 6#6's 6~6's ~3's ~ 12' o.c. #3's ~ 12" o.c. ~3's ~ 12' o.c. ~'s ~ 12" o.c. N/A N/A N/A N/A N/A NIA N/A NIA N/A NIA N/A N/A 11.0 10.5 10.7 11.0 99.5 99.5 99.5 99.5 . Respectfully Submitted cc: Constr. Mngmt. Group; Jeff Miller Jd~a~ O~a City of Coppell; Lam/Dares, Lee Steee DATE: 14-Sep-01 OUR REPORT NUMBER 01612-14E ARCHITECT: F.W.N.A. GENERAL CONTRACTOR: c. M G. PIER CONTRACTOR: Eyrie Conc. CONCRETE SUPPLIER: Bee# REMARKS: Note: Per structural engineer; 9' minimum from existing grade in gray sandy clay. ALPHA TESTING. INC, FAX: 972~406-8~23 REPORT OF PIER MONITORING TESTED FOR: PROJECT: Pier Information: Pier Desig nat~on Date Pier Ddlled Date Concrete Placed Splices (No & Location) REMARKS: Construction Management Group Dallas, Texas Coppell Town Center Coppell Texas DATE: 14-SEW01 OUR REPORT NUMBER 01612-14F ARCHITECT: F, W. N. A, GENERAL CONTRACTOR: c.U.G. PIER CONTRACTOR: LySe Conc. CONCRETE SUPPLIER: Beall E.1-2 D.5-5 E.2-5.1 A-3 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 14-Sep 24 24 24 24 24 24 24 24 72 72 72 72 72 72 72 72 97.5 99.5 99.5 965 90.5 88.5 92.5 90.6 92.5 91.3 92.5 90.5 2.0 1.9 1.2 2.0 6 #6's 6 ~6's 6 ~6's 6 ~3's {~ 12" o.c. #3's ¢~ 12" o.c. i~3's ~ 12" o.c. ~3's ~ 12" o.c. N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 11.0 10.9 I 10.2 11.0 I Note: Per structural engineer; 9' minimum from Respectfully Submitted existing grade in gray sandy clay. ~-~lpha Testi~i I,iI. cc: Constr. Mngrnt. Group; JeffMiller ~,,,~1... ~ j,j~nu, i~aa ~JJ~ ALPHA TESTING. INC. 2209 Wlsccnsln St. Sulte 972/620-8911 . 972/263~4937 FAX: ~72~406~9023 REPORT OF PIER MONITORING TESTED FOR: PROJECT: Pier Informstion; Constructk~ Management Group Dallas, Texas Coppell Town Center Coppetl Texas DATE: 14-Sep-01 OUR REPORT NUMBER 01612-14G ARCHITECT: F.W.N.A. GENERAL CONTRACTOR: C.M.G. PIER CONTRACTOR: Lytle Conc. CONCRETE SUPPLIER: Beall A-4 14-Sep 14-Sep 24 24 72 72 99.5 92.5 90.7 1.8 6 fffi's #3's Q 12" o.c. N/A N/A NIA 10.8 101.5 ~ Respectfully Submitted I ~ Alpha Testing, Inc. cc: Constr. Ungmt. Group; Jeff Miller J~u~ ~ City of Copflell; Lany Dares, Lee Stone REMARKS: Note: Per structural engineer; 9' minimum from existing grade in gray sandy olay.