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Stoneleigh P2-LR001129 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Da/los, Texas 75229 972/620-8911-972/263-4937 (Metro) DAILY FIELD RI:PORT FAX: 972/406-8023 TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 11/29/00 DALLAS, TEXAS PROJECT: STONELEIGH (~ RIVERCHASE OUR REPORT NO: 00652-28 COPPELL, TEXAS TECHNICIAN: G.M. WEATHER: CLEAR TEMPERATURE RANGE: 42 TO 53 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 NUMBER 2. 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 TECHNICIAN MOLDED 2 SETS OF 4 TEST CYLINDERS FROM CONCRETE PLACED FOR BUILDING #3 SLAB ON THIS DATE. LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A SEPARATE REPORT. JUSTIN WITH SPRING VALLEY, 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 ALPHA TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 22o Wiscon n $ i,e ,oo POST TENSIONING Dallas. Texos 7,5229 972/620-8911 - 972/203-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-28A ADDRESS: COPPELL, TEXAS DATE: 1'1/'29100 CUENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M BUILDING ~2 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 I BS-33 2.50 2.50 0.00 2.50 7641 0.00% 1/2 2 BS-33 2.50 2.50 0.00 2.50 7641 0.00% 1/2 3 S-29 2.13 2.13 0.00 2.13 7641 -0.23% 1/2 4 BS-31 2.25 2.44 0.00 2,44 7641 8.33% 1/2 5 BS-158-L A/B 12.13 12.00 0.75 12.75 7641 5.11% 1/2 6 S-157-L A/B 12.00 12.00 0.13 12.13 7641 1.04% 1/2 7 S-157-L A/B 12.00 12.00 0.00 12.00 7641 0.00% 1/2 8 S-158-L A/B 12.13 12.00 0.75 12.75 7641 5.11% 1/2 9 BS-159-L A/B 12.25 12.13 0.75 12,88 7641 5.10% 1/2 10 S-158-L A/B 12.13 12.25 0.00 12.25 7641 0.99% 1/2 11 S-158-L A/B 12.13 12.25 0.00 12.25 7641 0,99% 1/2 12 S-158-L A/B 12.13 12.25 0.13 12.38 7641 2.02% 1/2 13 BS-33 2.50 2.56 0.00 2.56 7641 2.50% 1/2 14 S-158-L A/B 12.13 12.13 0.50 12,63 7641 4.08% 1/2 15 S-158-L A/B 12.13 12.13 0.50 12.63 7641 4.08% 1/2 16 S-154-L AJB 11.75 12.00 0.00 12.00 7641 2.13% 1/2 17 S-154-L A/B 11.75 12,00 0.00 12.00 7641 2.13% 1/2 18 S-154-L A/B 11.75 12.00 0.13 12.13 7641 3.19% 1/2 19 S-154-L A/B 11.75 12.00 0.00 12.00 7641 2.13% 1/2 20 S-154-L A/B 11.75 12.00 0.00 12.00 7641 2.13% 1/2 21 S-158-L A/B 12.13 12.13 0,25 12.38 7641 2.02% 1/2 22 S-158-L A/B 12.13 12.13 0.50 12.63 7641 4.08% 1/2 23 BS-33 2.50 2.75 0.00 2.75 7641 10.00% 1/2 24 S-158~L A/B 12.13 12.13 0.00 12.13 7641 -0.04% 1/2 25 S-158-L A/B 12,13 12.00 0.00 12.00 7641 -1,07% 1/2. 26 S-158-L A/B 12.13 12.13 0.00 12.13 7641 -0,04% 1/2 27 BS-159-L A/B 12.25 12.50 0.00 12.50 7641 2.04% REMARKS: Specifications: -7% to +12% Difference Allowed CAL. DATE: 10/17/00 F~Respe I itted GAUGE # 400A PUMP # 5386 RAM NO: 400 A Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. Wi, cor , POST TENSIONING Dollos. Texos 75229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-28B ADDRESS: COPPELL, TEXAS DATE: 11/29100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING ~2 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 28 S-158-L A/B 12.13 12.13 0.13 12.25 7641 0.99% 1/2 29 S-157-L A/B 12.00 12.00 0.25 12.25 7641 2.08% 1/2 30 S-157-L A/B 12.00 12.00 0.00 12.00 7641 0.00% 1/2 31 BS-158-L A/B 12.13 12.00 0.50 12.50 7641 3.05% 1/2 32 BS-64 4.88 5.00 0.00 5.00 7641 2.46% 1/2 33 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 34 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 35 BS-64 4.88 4.94 0.00 4.94 7641 1.18% 1/2 36 S-63 4.75 4.94 0.00 4.94 7641 3.95% 1/2 37 S-64 4.88 5.00 0.00 5.00 7641 2.46% 1/2 38 BS-65 5.00 5.00 0.00 5.00 7641 0.00% 1/2 39 S-64 4.88 5.00 0.00 5.00 7641 2.46% 1/2 40 S-64 4.88 4.81 0.00 4.81 7641 -1.38% 1/2 41 BS-65 5.00 5.50 0.00 5.50 7641 10.00% 1/2 42 S-68 5.13 5.50 0.00 5.50 7641 7.21% 1/2 43 S-68 5.13 5.50 0.00 5.50 7641 7.21% 1/2 44 S-68 5.13 5.50 0.00 5.50 7641 7.21% 1/2 45 BS-69 5.25 5.50 0.00 5.50 7641 4.76% 1/2 46 S-64 4.88 5.25 0.00 5.25 7641 7.58% 1/2 47 BS-65 5.00 5.50 0.00 5.50 7641 10.00% 1/2 48 S-64 4.88 5.31 0.00 5.31 7641 8.86% 1/2 49 S-64 4.88 5.31 0.00 5.31 7641 8.86% 1/2 50 BS-65 5.00 5.50 0.00 5.50 7641 10.00% 1/2 51 S-64 4.88 5.31 0.00 5.31 7641 8.86% 1/2 52 S-71 5.38 5.81 0.00 5.81 7641 8.04% 1/2 53 S-29 2.13 2.19 0.00 2.19 7641 2.94% 1/2 54 BS-31 2.25 2.44 0.00 2.44 7641 8.33% REMARKS: Specifications: -7% to +12% Difference Allowed RAM NO: 400 P~PbI'A TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 220 wisoonsin su#e POST TENSIONING Dollos, Texos 7',5229 972/620-8911 - 972/2~-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-28C ADDRESS: COPPELL, TEXAS DATE: 11/29100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: BUILDING #2 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 55 BS-70 5.38 5.81 0.00 5.81 7641 8.14% 1/2 56 S-69 5.25 5.50 0.00 5.50 7641 4.76% 1/2 57 S-69 5.25 5.50 0.00 5.50 7641 4.76% 1/2 58 BS-72 5.50 6.00 0.00 6.00 7641 9.09% 1/2 59 S-71 5.38 5.81 0.00 5.81 7641 8.04% 1/2 60 S-69 5.25 5.75 0.00 5.75 7641 9.52% 1/2 61 S-69 5.25 5.56 0.00 5.56 7641 5.95% 1/2 62 BS-70 5.38 5.56 0.00 5.56 7641 3.39% 1/2 63 S-71 5.38 5.56 0.00 5.56 7641 3.39% 1/2 64 S-64 4.88 5.19 0.00 5.19 7641 6.30% 1/2 65 BS-65 5.00 5.50 0.00 5.50 7641 10.00% 1/2 66 S-64 4.88 5.19 0.00 5.19 7641 6.30% 1/2 67 S--64 4.88 5.19 0.00 5.19 7641 6.30% 1/2 68 BS-65 5.00 5.44 0.00 5.44 7641 8.75% 1/2 69 S-64 4.88 5.19 0.00 5.19 7641 6.30% 1/2 70 BS-69 5.25 5.50 0.00 5.50 7641 4.76% 1/2 71 S-68 5.13 5.56 0.00 5.56 7641 8.43% 1/2 72 S-68 5.13 5.50 0.00 5.50 7641 7.21% 1/2 73 S-68 5.13 5.50 0.00 5.50 7641 7.21% 1/2 74 BS-65 5.00 5.50 0.00 5.50 7641 10.00% 1/2 75 S-64 4.88 5.13 0.00 5.13 7641 5.02% 1/2 76 S-65 5.00 5.50 0.00 5.50 7641 10.00% 1/2 77 BS-65 5.00 5.44 0.00 5.44 7641 8.75% 1/2 78 S-64 4.88 5.19 0.00 5.19 7641 6.30% 1/2 79 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 80 BS-64 4.88 5.00 0.00 5.00 7641 2.46% 1/2 81 S-63 4.75 5.00 0.00 5.00 7641 5.26% REMARKS: Specifications: -7% to +12% Difference Allowed / GAUGE # 400A PUMP # 5386 RAM NO: 400 AL~PH~INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 220~ w~sco~i, s~,. su#e ~00 POST TENSIONING Dollos, Texos 7'~229 972/620-8911 - 972/263-4937 (Metro) FAX; 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-28D ADDRESS: COPPELL, TEXAS DATE: 11/29100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M BUILDING ~2 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 82 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 83 BS-64 4.88 5.13 0.00 5.13 7641 5.02% REMARKS: Specifications: -7% to +12% Difference Allowed GAUGE # 400A PUMP # 5386 RAM NO: 400 A,L-'PHA TESTING, INC. Geotechnical Engineering · ConstruCtiOn Materials Testing · Environmental Engineering · Consulting