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Stoneleigh P2-LR001206 ALPHA TESTING, INC. 2209 Wisconsin St., Suite I00 Do#os, Texos 75229 972/620-8911-972/263'4937 (Metro,) DALLY FIELD REPORT FAX: 972/400-8023 TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 12/06100 DALLAS, TEXAS PROJECT: STONELEIGH (~ RIVERCHASE OUR REPORT NO: 00652-57 COPPELL, TEXAS TECHNICIAN: O.A. WEATHER: MOSTLY CLOUDY TEMPERATURE RANGE: 40 TO 50 THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING WORK AND PERFORM FIELD TESTING AS REQUESTED. THE TECHNICIAN MONITORED STRESSING OF CABLES FOR BUILDING #3. STRESSING OF ALL CABLES WAS VERIFIED AND ELONGATION'S RECORDED. SEE ATTACHED REPORTS FOR DESIGNATIONS AND RESULTS OF STRESSING. FINAL ACCEPTANCE OF CABLE STRESSING SHOULD BE OBTAINED FROM THE DESIGN OR STRUCTURAL ENGINEER. PRIOR TO CUTTING CABLES. THE SUPERINTENDENT WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS. AT THE COMPLETION OF THE SCHEDULED TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE. CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL JAN BERTRAND, CITY OF COPPELL Respectfully Submitted, AF_PHA TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 220 w sco , su#e POST TENSIONING DoIIos, Texas 70229 972/620-8911 - 972/263..4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-57A ADDRESS: COPPELL, TEXAS DATE: 12/06100 CEENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: O.A. BUILDING #3 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 1 BS-16 1.13 1.13 0.00 1.13 7641 -0.44% 1/2 2 S-15 1.00 1.00 0.00 1.00 7641 0.00% 1/2 3 BS-31 2.25 2.13 0.00 2.13 7641 -5.56% 1/2 4 BS-31 2.25 2.25 0.00 2.25 7641 0.00% 1/2 5 BS-97 7.50 8.00 0.00 8.00 7641 6.67% 1/2 6 S-99 7.63 8.00 0.00 8.00 7641 4.92% 1/2 7 S-99 7.63 7.63 0.00 7.63 7641 -0.07% 1/2 8 BS-97 7.50 7.50 0.00 7.50 7641 0.00% 1/2 9 S-96 7.38 7.00 0.00 7.00 7641 -5.15% 1/2 10 S-96 7.38 7.13 0.00 7.13 7641 -3.46% 1/2 11 S-96 7.38 7.00 0.00 7.00 7641 -5.15% 1/2 12 BS-31 2.25 2.13 0.00 2.13 7641 -5.56% 1/2 13 S-96 7.38 7.50 0.00 7.50 7641 1.63% 1/2 14 S-96 7.38 7.38 0.00 7.38 7641 -0.07% 1/2 15 S-96 7.38 7.38 0.00 7.38 7641 -0.07% 1/2 16 S-96 7.38 7.50 0.00 7.50 7641 1.63% 1/2 17 S-96 7.38 8.00 0.00 8.00 7641 8.40% 1/2 18 BS-31 2.25 2.25 0.00 2.25 7641 0.00% 1/2 19 S-96 7.38 7.50 0.00 7.50 7641 1.63% 1/2 20 S-96 7.38 7.50 0.00 7.50 7641 1.63% 1/2 21 BS-97 7.50 7.50 0.00 7.50 7641 0.00% 1/2 22 S-96 7.38 7.50 0.00 7.50 7641 1.63% 1/2 23 S-96 7.38 7.38 0.00 7.38 7641 -0.07% 1/2 24 S-96 7.38 7.25 0.00 7.25 7641 -1.76% 1/2 25 BS-97 7.50 7.38 0.00 7.38 7641 -1.67% 1/2 26 S-15 1.00 1.00 0.00 1.00 7641 0.00% 1/2 27 BS-16 1.13 1.25 0.00 1.25 7641 10.62% REMARKS: Specifications: -7% to +12% Difference Allowed RAM NO: 400 ~,LPH'A 7.ESTING, INC. / Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 22m wisoo ;n su#e POST TENSIONING Dollas, Texos 7.5229 972/620-89I ! - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-57B ADDRESS: COPPELL, TEXAS DATE: 12/06/00 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: O.A. BUILDING ~3 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 28 BS-57 4.38 4.50 0.00 4.50 7641 2.74% 1/2 29 S-56 4.25 4.50 0.00 4.50 7641 5.88% 1/2 30 S-56 4.25 4.50 0.00 4.50 7641 5.88% 1/2 31 BS-62 4.75 4.50 0.00 4.50 7641 -5.26% 1/2 32 S-61 4.63 5.00 0.00 5.00 7641 7.99% 1/2 33 S-61 4.63 5.00 0.00 5.00 7641 7.99% 1/2 34 BS-62 4.75 5.00 0.00 5.00 7641 5.26% 1/2 35 S-61 4.63 4.50 0.00 4.50 7641 -2.81% 1/2 36 S-59 4.50 4.50 0.00 4.50 7641 0.00% 1/2 37 BS-60 4.50 4.63 0.00 4.63 7641 2.78% 1/2 38 S-59 4.50 4.63 0.00 4.63 7641 2.78% 1/2 39 S-57 4.38 4.50 0.00 4.50 7641 2.74% 1/2 40 BS-58 4.38 4.50 0.00 4.50 7641 2.74% 1/2 41 S-58 4.38 4.50 0.00 4.50 7641 2.74% 1/2 42 S-56 4.25 4.00 0.00 4.00 7641 -5.88% 1/2 43 BS-57 4.38 4.00 0.00 4.00 7641 -8.68% * 1/2 44 S-56 4.25 4.25 0.00 4.25 7641 0.00% 1/2 45 S-58 4.38 4.50 0.00 4.50 7641 2.74% 1/2 46 BS-58 4.38 4.50 0.00 4.50 7641 2.74% 1/2 47 S-57 4.38 4.25 0.00 4.25 7641 -2.97% 1/2 48 S-59 4.50 4.50 0.00 4.50 7641 0.00% 1/2 49 BS-60 4.50 4.50 0.00 4.50 7641 0.00% 1/2 50 S-59 4.50 4.50 0.00 4.50 7641 0.00% 1/2 51 S-61 4.63 4.50 0.00 4.50 7641 -2.81% 1/2 52 BS-62 4.75 4.50 0.00 4.50 7641 -5.26% 1/2 53 S-61 4.63 4.63 0.00 4.63 7641 -0.11% 1/2 54 S-61 4.63 4.50 0.00 4.50 7641 -2.81% REMARKS: Specifications: -7% to +12% Difference AIIowed · OUT OF SPECIFICATION CAL. DATE: 10/17100 Resj~l~vS~lJ~mitted GAUGE # 400A PUMP # 5386 RAM NO: 400 ' ,/A~.PRA TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 22o~ v~sco~n ~., su#e too POST TENSIONING Dallas, Texas 70229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-57C ADDRESS: COPPELL. TEXAS DATE: 12106100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: a.A. BUILDING #3 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 55 BS-62 4.75 4.50 0.00 4.50 7641 -5.26% 1/2 56 S-56 4.25 4.25 0.00 4.25 7641 0.00% 1/2 57 S-56 4.25 4.25 0.00 4.25 7641 0.00% 1/2 58 BS-57 4.38 4.50 0.00 4.50 7641 2.74% REMARKS: Specifications: -7% to +12% Difference AIIowed GAUGE # 400A PUMP # 5386 RAM NO: 400 A-TESTING. INC. Geotechnical Engineering · Construction Materials Tes#ng · Environmental Engineering · Consulting