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Stoneleigh P2-LR001208 ALPHA TESTING, INC. 2209 Wisconsin St,, Suite 100 Dallas, Texas 75229 972/620-8911-972/263-4937 (Metro) DAILY FIELD REPORT FAX: 972/406-8023 TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 12/08/00 DALLAS, TEXAS PROJECT: STONELEIGH ~ RIVERCHASE OUR REPORT NO: 00652-50 COPPELL, TEXAS TECHNICIAN: G.M. WEATHER: CLEAR TEMPERATURE RANGE: 58 TO 59 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 #4. 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. WHILE ON SITE THE TECHNICIAN OBTAINED 3 SETS OF 4 CLIENT MADE CYLINDERS. THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATIONS: SET #1: PAVING E 30' FROM WEST END SET #2: PAVING E 70' FROM WEST END SET #3: PAVING E 125' FROM WEST END THE TECHNICIAN OBTAINED ANOTHER 3 SETS OF 4 CLIENT MADE CYLINDERS. THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATIONS: SET #1: SLAB BUILDING 1.08 5' OF SOUTHEAST CORNER OF BUILDING SET #2: SLAB BUILDING 1.08 CENTER OF BUILDING IN BREEZE WAY SET #3: SLAB BUILDING 1.08 10' OF NORTHWEST CORNER OF BUILDING THE CYLINDERS WERE RETURNED TO THE LABORATORY FOR PROCESSING. LABORATORY COMPRESSION TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT. 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 '~AJZPHA TESTING, INi' Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. su#e POST TENSIONING DolIc~. Texc~ 7~ 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-50A ADDRESS: COPPELL, TEXAS DATE: 12/08/00 CEENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING #4 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 1 BS-28 2.00 2.00 0.00 2.00 7641 0.00% 1/2 2 S-27 2.00 2.00 0.00 2.00 7641 0.00% 1/2 3 S-53 4.00 4.19 0.00 4.19 7641 4.69% 1/2 4 BS-31 2.25 2.44 0.00 2.44 7641 8.33% 1/2 5 BS-31 2.25 2.25 0.00 2.25 7641 0.00% 1/2 6 S-53 4.00 4.13 0.00 4.13 7641 3.13% 1/2 7 S-27 2.00 2.00 0.00 2.00 7641 0.00% 1/2 8 BS-28 2.00 2.06 0.00 2.06 7641 3.13% 1/2 9 BS-28 2.00 2.06 0.00 2.06 7641 3.13% 1/2 10 S-27 2.00 2.06 0.00 2.06 7641 3.13% 1/2 11 S-53 4.00 4.19 0.00 4.19 7641 4.69% 1/2- 12 BS-146-L A/B 11.13 11.13 0.25 11.38 7641 2.25% 1/2 13 S-143-L A/B 11.00 11.00 0.00 11.00 7641 0.00% 1/2 14 S-143-L A/B 11.00 11.00 0.00 11.00 7641 0.00% 1/2 15 BS-144-L A/B 11.00 11.00 0.13 11.13 7641 1.14% 1/2 16 $-143-L A/B 11.00 11.00 0.00 11.00 7641 0.00% 1/2 17 S-143-L A/B 11.00 11.00 0.13 11.13 7641 1.14% 1/2 18 S-145-L A/B 11.13 11.25 0.25 11.50 7641 3.37% 1/2 19 S-145-L A/B 11.13 11.25 0.25 11.50 7641 3.32% 1/2 20 BS-31 2.25 2.44 0.00 2.44 7641 8.33% 1/2 21 S-145-L A/B 11.13 11.13 0.13 11.25 7641 1.08% 1/2 22 S-145-L A/B 11.13 11.13 0.25 11.38 7641 2.20% 1/2 23 S-147-L A/B 11 25 11.13 0.50 11.63 7641 3.33% 1/2 24 S-147-L A/B 11.25 11.25 0.50 11.75 7641 4.44% 1/2 25 S-147-L A/B 11.25 11.13 0.50 11.63 7641 3.33% 1/2 26 S-150-L A/B 11.50 11.50 0.50 12.00 7641 4.35% 1/2 27 S-147-L A/B 11.25 11.50 0.00 11.50 7641 2.22% REMARKS: Specitications: -7% to +12% Difference AIIowed CAL. DATE: 10/17/00 ~U brpitted GAUGE # 400A PUMP # 5386 RAM NO: 400 .,ALPHA 'PESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING,, INC. 220 wisco ,., POST TENSIONING Do#os. Texos 75229 972/620-8~ I 1 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-50B ADDRESS: COPPELL, TEXAS DATE: 12108/00 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING #4 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE · ELONGATION ELONGATION % (+-) 1/2 28 S-147-L A/B 11.25 11.50 0.25 11.75 7641 4.44% 1/2 29 S-147-L A/B 11.25 11.50 0.25 11.75 7641 4.44% 1/2 30 S-145-L A/B 11.13 11.25 0.38 11.63 7641 4.45% 1/2 31 S-145-L A/B 11.13 11.25 0.25 11.50 7641 3.32% 1/2 32 BS-31 2.25 2.44 0.00 2.44 7641 8.33% 1/2 33 S-145-L A/B 11.13 11.13 0.38 11.50 7641 3.32% 1/2 34 S-145-L A/B 11.1 3 11.25 0.38 11.63 7641 4.45% 1/2 35 S-143-L A/B 11.00 11.00 0.00 11.00 7641 0.00% 1/2 36 S-143-L A/B 11.00 11.00 0.00 11.00 7641 0.00% 1/2 37 BS-144-L A/B 11.00 11.00 0.25 11.25 7641 2.27% 1/2 38 S-143-L A/B 11.00 11.00 0.00 11.00 7641 0.00% 1/2 39 S-143-L A/B 11.00 11.00 0.13 11.13 7641 1.14% 1/2 40 BS-146-L A/B 11.13 11.13 0.25 11.38 7641 2.20% 1/2 41 S-53 4.00 4.31 0.00 4.31 7641 7.81% 1/2 42 S-27 2.00 2.00 0.00 2.00 7641 0.00% 1/2 43 BS-28 2.00 2.00 0.00 2.00 7641 0.00% 1/2 44 BS-79 6.00 6.50 0.00 6.50 7641 8.33% 1/2 45 S-78 6.00 6.50 0.00 6.50 7641 8.33% 1/2 46 S-78 6.00 6.25 0.00 6.25 7641 4.17% 1/2 47 BS-79 6.00 6.56 0.00 6.56 7641 9.38% 1/2 48 S-78 6.00 6.50 0.00 6.50 7641 8.33% 1/2 49 S-78 6.00 6.00 0.00 6.00 7641 0.00% 1/2 50 BS-79 6.00 6.50 0.00 6.50 7641 8.33% 1/2 51 $-78 6.00 6.00 0.00 6.00 7641 0.00% 1/2 52 S-78 6.00 6.00 0.00 6.00 7641 0.00% 1/2 53 BS-68 5.13 5.56 0.00 5.56 7641 8.43% 1/2 54 S-66 5.00 5.69 0.00 5.69 7641 13.75% * REMARKS: Specifications: -7% to +12% Difference AIIowed · OUT OF SPECIFICATION CAL. DATE: 10/17/00 Re~/lf ~ub~itted GAUGE # 400A PUMP # 5386 , RAM NO: 400 A/L'/~A~ES~NG, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. v,,co n su#e POST TENSIONING Dallas. Texos 7~5229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-50C ADDRESS: COPPELL, TEXAS DATE: 12/08/00 CUENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING #4 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 55 S-66 5.00 5.50 0.00 5.50 7641 10.00% 1/2 56 S-67 5.13 5.50 0.00 5.50 7641 7.21% 1/2 57 BS-68 5.13 5.50 0.00 5.50 7641 7.21% 1/2 58 S-66 5.00 5.25 0.00 5.25 7641 5.00% 1/2 59 BS-67 5.13 5.50 0.00 5.50 7641 7.21% 1/2 60 S-67 5.13 5.25 0.00 5.25 7641 2.34% 1/2 61 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 62 BS-64 4.88 5.00 0.00 5.00 7641 2.46% 1/2 63 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 64 S-63 4.75 4.94 0.00 4.94 7641 3.95% 1/2 65 S-71 5.38 5.81 0.00 5.81 7641 8.04% 1/2 66 BS-72 5.50 5.94 0.00 5.94 7641 7.95% 1/2 67 S-71 5.38 5.81 0.00 5.81 7641 8.04% 1/2 68 S-71 5.38 5.81 0.00 5.81 7641 8.04% 1/2 69 BS-72 5.50 6.00 0.00 6.00 7641 9.09% 1/2 70 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 71 S-63 4.75 5.06 0.00 5.06 7641 6.58% 1/2 72 BS-64 4.88 5.13 0.00 5.13 7641 5.02% 1/2 73 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 74 S-67 5.13 5.56 0.00 5.56 7641 8.43% 1/2 75 BS-67 5.13 5.56 0.00 5.56 7641 8.43% 1/2 76 S-66 5.00 5.50 0.00 5.50 7641 10.00% 1/2 77 S-67 5.13 5.56 0.00 5.56 7641 8.43% 1/2 78 BS-68 5.13 5.50 0.00 5.50 7641 7.21% 1/2 79 S-66 5.00 5.25 0.00 5.25 7641 5.00% 1/2 80 S-66 5.00 5.50 0.00 5.50 7641 10.00% 1/2 81 BS-68 5.13 5.50 0.00 5.50 7641 7.21% REMARKS: Specifications: -7% to +12% Difference AIIowed GAUGE # 400A PUMP # 5386 ., , '""' RAM NO: 400 A,,I~PHA CF'E~ff'ING. INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTIN(9, INC. 2209 Wisconsin St., Su#e I00 POST TENSIONING Do#os, Texos 7~22~ 972/620-891 ! - 972/263-4937 (MetrO) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-50D ADDRESS: COPPELL, TEXAS DATE: 12/08100 CUENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M BUILDING #4 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSi DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 82 S-78 6.00 6.25 0.00 6.25 7641 4.17% 1/2 83 S-78 6.00 6.50 0.00 6.50 7641 8.33% 1/2 84 BS-79 6.00 6.50 0.00 6.50 7641 8.33% 1/2 85 S-78 6.00 6.50 0.00 6.50 7641 8.33% 1/2 86 S-78 6.00 6.00 0.00 6.00 7641 0.00% 1/2 87 BS-79 6.00 6.50 0.00 6.50 7641 8,33% 1/2 88 S-78 6.00 6.25 0.00 6.25 7641 4.17% 1/2 89 BS-79 6.00 6.25 0.00 6.25 7641 4.17% 1/2 90 S-78 6.00 6.00 0.00 6.00 7641 0.00% REMARKS: Specifications: -7% to +12% Difference AIIowed GAUGE # 400A PUMP # 5386 RAM NO: 400 /)~.PHA TESTING, INC. Geotechnical Engineering · Construction Materials Tes~ng · Environmental Engineering · Consulting