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Stoneleigh P2-LR001215 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texos 75229 972/620-8911-972/263-4937 (Metro) DAILY FI£LD RI:PORT FAX: 972/406-8023 TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 12/15/00 DALLAS, TEXAS PROJECT: STONELEIGH (~l RIVERCHASE OUR REPORT NO: 00652-60 COPPELL, TEXAS TECHNICIAN: R.D. WEATHER: CLOUDY TEMPERATURE RANGE: 40 TO 47 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 ~8 AND GARAGE #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 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 7ubmitted, ST,NG, INC. I Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING,, INC. 220 w =o n Su#e POST TENSIONING DoIIos, Texas 75229 972/6208911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-60A ADDRESS: COPPELL, TEXAS DATE: 12/15/00 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: R.D. BUILDING ~ TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 I BS-28 2.00 2.13 0.00 2.13 7641 6.25% 1/2 2 S-27 2,00 2.25 0.00 2.25 7641 12.50% * 1/2 3 S-27 2.00 2.25 0.00 2.25 7641 12.50% * 1/2 4 BS-42 3.13 3.00 0.00 3.00 7641 -4.15% 1/2 5 S-41 3.13 3.25 0.00 3.25 7641 3.83% 1/2 6 BS-34 2.50 2.63 0.00 2.63 7641 5.00% 1/2 7 BS-34 2.50 2.50 0.00 2.50 7641 0.00% 1/2 8 S-41 3.13 3.00 0.00 3.00 7641 -4.15% 1/2 9 BS-42 3.13 3.00 0.00 3.00 7641 -4.15% 1/2 10 S-27 2.00 2.13 0.00 2.13 7641 6.25% 1/2 11 S-27 2.00 2.25 0.00 2.25 7641 12.50% * 1/2 12 BS-28 2.00 2.25 0.00 2.25 7641 12.50% * 1/2 13 S-49 3.75 3.75 0.00 3.75 7641 0.00% 1/2 14 BS-50 3.75 3.88 0.00 3.88 7641 3.33% 1/2 15 BS-28 2.00 2.13 0.00 2.13 7641 6.25% 1/2 16 S-27 2.00 2.25 0.00 2.25 7641 12.50% * 1/2 17 S-27 2.00 2.13 0.00 2.13 7641 6.25% 1/2 18 BS-42 3.13 3.00 0.00 3.00 7641 -4.15% 1/2 19 S-41 3.13 3.25 0.00 3.25 7641 3.83% 1/2 20 S-139-L A/B 10.63 10.75 0.75 11.50 7641 8.18% 1/2 21 S-139-L A/B 10.63 10.88 0.88 11.75 7641 10.54% 1/2 22 S-141-L A/B 10.75 9.88 1.13 11.00 7641 2.33% 1/2 23 BS-142-L A/B 10.88 10.13 1.25 11.38 7641 4.60% 1/2 24 $-141-L A/B 10.75 10.50 0.63 11.13 7641 3.49% 1/2 25 S-141-L A/B 10.75 10.63 0.75 11.38 7641 5.81% 1/2 26 S-141-L A/B 10.75 10.00 1.38 11.38 7641 5.81% i/2 27 BS-34 2.50 2.13 0.00 2.13 7641 -15.00% * REMARKS: Specifications: -7% to +12% Difference Allowed · OUT OF SPECIFICATION GAUGE # 400A PUMP # 5386 // RAM NO: 400 HA ESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 22m W ,cor , Su#e POST TENSIONING Dallas, Texos 75229 972/620-891 ! - 972/263-4937 (Metro) FAX: ~72/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-60B ADDRESS: COPPELL, TEXAS DATE: 12115100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: R.D. BUILDING #8 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 28 $-141-L A/B 10.75 9.63 1.50 11.13 7641 3.49% 1/2 29 S-143-L A/B 11.00 9.88 1.63 11.50 7641 4.55% 1/2 30 S-143-L A/B 11.00 10.25 0.88 11.13 7641 1.14% 1/2 31 S-143-L A/B 11.00 10.13 1.00 11.13 7641 1.14% 1/2 32 S-143-L A/B 11.00 10.63 0.75 11.38 7641 3.41% 1/2 33 S-143-L A/B 11.00 9.88 1.13 11.00 7641 0.00% 1/2 34 S-143-L A/B 11.00 10.00 1.13 11.13 7641 1.14% 1/2 35 S-143-L A/B 11.00 10.13 0.88 11.00 7641 0.00% 1/2 36 S-143-L A/B 11.00 10.25 1.38 11.63 7641 5.68% 1/2 37 BS-34 2.50 2.75 0.00 2.75 7641 10.00% 1/2 38 S-141-L A/B 10.75 9.63 0.88 10.50 7641 -2.33% 1/2 39 S-141-L A/B 10.75 9.75 0.75 10.50 7641 -2.33% 1/2 40 S-141 -L A/B 10.75 9.75 0.75 10.50 7641 -2.33% 1/2 41 S-141-L A/B 10.75 10.00 1.25 11.25 7641 4.65% 1/2 42 BS-142-L A/B 10.88 9.88 1.38 11.25 7641 3.45% 1/2 43 S-139-L A/B 10.63 9.38 1.13 10.50 7641 -1.22% 1/2 44 S-139-L A/B 10.63 10.25 0.63 10.88 7641 2.35% 1/2 45 S-41 3.13 3.00 0.00 3.00 7641 -4.15% 1/2 46 BS-42 3.13 3.25 0.00 3.25 7641 4.00% 1/2 47 S-27 2.00 2.13 0.00 2.13 7641 6.25% 1/2 48 S-27 2.00 2.00 0.00 2.00 7641 0.00% 1/2 49 BS-28 2.00 2.13 0.00 2.13 7641 6.25% 1/2 50 BS-79 6.00 5.75 0.00 5.75 7641 -4.17% 1/2 51 S-78 6.00 5.88 0.00 5.88 7641 -2.08% 1/2 52 S-78 6.00 6.00 0.00 6.00 7641 0.00% 1/2 53 BS-79 6.00 5.88 0.00 5.88 7641 -2.08% 1/2 54 S-78 6.00 6.38 0.00 6.38 7641 6.25% REMARKS: Specifications: -7% to +12% Difference Allowed CAE DATE: 10117/00 Respect{ally Submitted GAUGE # 400A PUMP # 5386 RAM NO: 400 ACPHA TESTING, INC. Geotechnical Engineering · Construction Materiels Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 POST TENSIONING Dallas, Texas 75229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-60C ADDRESS: COPPELL, TEXAS DATE: 12/15100 CMENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: R.D. BUILDING ~8 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 55 S-78 6.00 6.25 0.00 6.25 7641 4.17% 1/2 56 BS-79 6.00 6.13 0.00 6.13 7641 2.08% 1/2 57 S-78 6.00 6.00 0.00 6.00 7641 0.00% 1/2 58 S-78 6.00 6.38 0.00 6.38 7641 6.25% 1/2 59 BS-60 4.50 4.63 0.00 4.63 7641 2.78% 1/2 60 S-59 4.50 4.50 0.00 4.50 7641 0.00% 1/2 61 S-61 4.63 4.63 0.00 4.63 7641 o0.11% 1/2 62 S-61 4.63 4.50 0.00 4.50 7641 -2.70% 1/2 63 BS-62 4.75 4.50 0.00 4.50 7641 -5.26% 1/2 64 S-65 5.00 5.50 0.00 5.50 7641 10.00% 1/2 65 BS-50 3.75 3.75 0.00 3.?5 7641 0.00% 1/2 66 S-49 3.75 3.63 0.00 3.63 7641 -3.33% 1/2 67 BS-66 5.00 5.00 0.00 5.00 7641 0.00% 1/2 68 S-65 5.00 4.88 0.00 4.88 7641 -2.50% 1/2 69 S-65 5.00 4.88 0.00 4.88 7641 -2.50% 1/2 70 BS-66 5.00 4.75 0.00 4.75 7641 -5.00% 1/2 71 S-65 5.00 5.13 0.00 5.13 7641 2.50% 1/2 72 S-66 5.00 5.13 0.00 5.13 7641 2.50% 1/2 73 S-66 5.00 5.25 0.00 5.25 7641 5.00% 1/2 74 BS-67 5.13 5.13 0.00 5.13 7641 -0.10% 1/2 75 S-66 5.00 5.38 0.00 5.38 7641 7.50% 1/2 76 S-65 5.00 5.25 0.00 5.25 7641 5.00% 1/2 77 BS-66 5.00 5.00 0.00 5.00 7641 0.00% 1/2 78 S-65 5.00 5.25 0.00 5.25 7641 5.00% 1/2 79 S-65 5.00 5.00 0.00 5.00 7641 0.00% 1/2 80 BS-66 · 5.00 5.13 0.00 5.13 7641 2.50% 1/2 81 S-65 5.00 5.38 0.00 5.38 7641 7.50% REMARKS: Specifications: -7% to +12% Difference Allowed CAL. DATE: 10117100 RespeAtfplly Submitted GAUGE # 400A ~/... {//~'//.*" PUMP # 5386 //... RAM NO: 400 /.l:~t~4.PI A/') ~"TESTING. INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 22o su, POST TENSIONING DolIos, rexos 75229 972/620-8911 - 972/2d3-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652~0D ADDRESS: COPPELL, TEXAS DATE: 12115100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: R.D. BUILDING #8 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 82 BS-62 4.75 4.88 0.00 4.88 7641 2.63% 1/2 83 S-61 4.63 4.75 0.00 4.75 7641 2.59% 1/2 84 S-61 4.63 4.75 0.00 4.75 7641 2.70% 1/2 85 S-59 4.50 4.63 0.00 4.63 7641 2.78% 1/2 86 BS-60 4.50 4.38 0.00 4.38 7641 -2.78% 1/2 87 S-78 6.00 6.13 0.00 6.13 7641 2.08% 1/2 88 S-78 6.00 6.00 0.00 6.00 7641 0.00% 1/2 89 BS-79 6.00 6.25 0.00 6.25 7641 4.17% 1/2 90 S-78 6.00 5.88 0.00 5.88 7641 -2.08% 1/2 91 S-78 6.00 6.25 0.00 6.25 7641 4.17% 1/2 92 BS-79 6.00 6.38 0.00 6.38 7641 6.25% 1/2 93 S-78 6.00 6.00 0.00 6.00 7641 0.00% 1/2 94 S-78 6.00 6.25 0.00 6.25 7641 4.17% 1/2 95 BS-79 6.00 6.00 0.00 6.00 7641 0.00% REMARKS: Specifications: -7% to +12% Difference Allowed CAL. DATE: 10/17/00 Res~ec~mlv.S u bmitted PUMP# 5386 RAM NO: 400 ALPHA TESTING. INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 POST TENSIONING Do#os, Texo$ 75229 972/620-8~I 1 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-60E ADDRESS: COPPELL, TEXAS DATE: 12/15100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: R.D. GARAGE G-2W TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 1 BS-64 4.88 4.75 0.00 4.75 7641 -2.56% 1/2 2 BS-25 1.88 1.75 0.00 1.75 7641 -6.67% 1/2 3 S-24 1.75 1.75 0.00 1.75 7641 0.00% 1/2 4 S-24 1.75 1.88 0.00 1.88 7641 7.14% 1/2 5 S-24 1.75 1.88 0.00 1.88 7641 7.14% 1/2 6 BS-25 1.88 2.00 0.00 2.00 7641 6.67% 1/2 7 S-24 1.75 1.75 0.00 1.75 7641 0.00% 1/2 8 S-24 1.75 1.75 0.00 1.75 7641 0.00% 1/2 9 BS-25 1.88 1.75 0.00 1.75 7641 -6.67% 1/2 10 S-24 1.75 1.88 0.00 1.88 7641 7.14%. 1/2 11 S-24 1.75 1.75 0.00 1.75 7641 0.00% 1/2 12 S-44 3.25 3.13 0.00 3.13 7641 -3.85% 1/2 13 BS-45 3.38 3.25 0.00 3.25 7641 -3.70% 1/2 14 S-44 3.25 3.25 0.00 3.25 7641 0.00% 1/2 15 S-44 3.25 3.25 0.00 3.25 7641 0.00% 1/2 16 BS-45 3.38 3.50 0.00 3.50 7641 3.70% 1/2 17 S-44 3.25 3.13 0.00 3.13 7641 -3.85% 1/2 18 S-44 3.25 3.13 0.00 3.13 7641 -3.85% 1/2 19 S-44 3.25 3.25 0.00 3.25 7641 0.00% .1/2 20 BS-45 3.38 3.50 0.00 3.50 7641 3.70% 1/2 21 S-44 3.25 3.25 0.00 3.25 7641 0.00% 1/2 22 S-44 3.25 3.25 0.00 3.25 7641 0.00% 1/2 23 BS-45 3.38 3.50 0.00 3.50 7641 3.70% 1/2 24 S-44 3.25 3.38 0.00 3.38 7641 3.85% 1/2 25 S-44 3.25 3.38 0.00 3.38 7641 3.85% 1/2 26 S-44 3.25 3.25 0.00 3.25 7641 0.00% 1/2 27 BS-45 3.38 3.50 0.00 3.50 7641 3.70% REMARKS: Specifications: -7% to +12% Difference Allowed RAM NO: 400 _/]tt.P./ A TESTING. INC. Geotechnical Engineering · Construction Materials TesSng · Environmental Engineering · Consulting ALPHA TESTING, INC. 2209 Wisconsin St., Suite I00 POST TENSIONING Dollos, Texos 7,.5229 972/620-891 ! - 972/263-4937 (Metro,) FAX: 972/406-8023 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-60F ADDRESS: COPPELL, TEXAS DATE: 12115100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: R.D GARAGE G-2W TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 28 S-44 3.25 3.38 0.00 3.38 7641 3.85% 1/2 29 S-44 3.25 3.25 0.00 3.25 7641 0.00% 1/2 30 BS-45 3.88 4.00 0.00 4.00 7641 3.23% 1/2 31 S-44 3.25 3.25 0.00 3.25 7641 0.00% 1/2 32 S-44 3.25 3.38 0.00 3.38 7641 3.85% 1/2 33 S-44 3.25 3.25 0.00 3.25 7641 0.00% 1/2 34 BS-45 3.38 3.38 0.00 3.38 7641 0.00% 1/2 35 S-44 3.25 3.50 0.00 3.50 7641 7.69% 1/2 36 S-44 3.25 3.38 0.00 3.38 7641 3.85% 1/2 37 BS-45 3.38 3.25 0.00 3.25 7641 -3.70% 1/2 38 S-44 3.25 3.50 0.00 3.50 7641 7.69% 1/2 39 S-44 3.25 3.50 0.00 3.50 7641 7.69% 1/2 40 S-44 3.25 3.13 0.00 3.13 7641 -3.85% 1/2 41 BS-45 3.38 3.50 0.00 3.50 7641 3.70% 1/2 42 S-24 1.75 1.88 0.00 1.88 7641 7.14% 1/2 43 S-24 1.75 1.88 0.00 1.88 7641 7.14% 1/2 44 S-24 1.75 1.75 0.00 1.75 7641 0.00% 1/2 45 BS-25 1.88 2.00 0.00 2.00 7641 6.67% 1/2 46 BS-152-L 11.63 10.13 1.25 11.38 7641 -2.15% 1/2 47 S-151-L 11.63 10.25 1.13 11.38 7641 -2.15% 1/2 48 S-151 -L 11.63 10.75 0.88 11.63 7641 0.00% 1/2 49 BS-152-L 11.63 10.50 0.75 11.25 7641 -3.23% 1/2 50 S-151-L 11.63 11.00 1.38 12.38 7641 6.45% 1/2 51 S-151-L 11.63 10.88 1.63 12.50 7641 7.53% 1/2 52 S-151-L 11.63 10.50 1.88 12.38 7641 6.45% 1/2 53 S-99 7.63 7.50 0.00 7.50 7641 -1.64% 1/2 54 S-99 7.63 7.63 0.00 7.63 7641 0.00% REMARKS: Specifications: -7% to +12% Difference Allowed CAL. DATE: 10117/00 Res~ily~ubmitted GAUGE # 400A PUMP # 5386 RAM NO: 400 /AI'PHA TESTING, INC. Geotechnical Engineerfng · ConstrucUon Materfals Testing · Environmental Engineerfng · ConsulUng ALPHA TESTING, INC. 220~ ~soo~s~ ~., s~e ,oo POST TENSIONING Dallas, Texos 7522~ 972/620-8~ I I - 972/263-4937 (Metro,) FAX: 972/406-8023 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-60G ADDRESS: COPPELL, TEXAS DATE: 12115100 CUENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: R.D. GARAGE G-2W TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 55 BS-100 7.63 7.38 0.00 7.38 7641 -3.28% 1/2 56 S-99 7.63 7.75 0.00 7.75 7641 1.64% 1/2 57 S-99 7.63 7.50 0.00 7.50 7641 -1.64% 1/2 58 BS-100 7.63 7.25 0.00 7.25 7641 -4.92% REMARKS: Specifications: -7% to +12% Difference Allowed CAL. DATE: 10/17100 ~espe~Res e .ctful. ly Spbmitted GAUGE # 400A ~~//~ PUMP # 5386 '") RAM NO: 400 /~PHA TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. Concrete Test 2209 Wisconsin St., Suite 100 , .omt, ress,on Dallas, Texas 75229 ].% ~.~ i,Denor~ (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-59 A'n'N: KELLER WEBSTER luue Date: 12/15/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project [)e~c: STONELEIGH O RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: GARAGE SLAB, G-2 6'N OF SE CORNER Date Placed: 12/5/00 Plant Number: 7-3000 Time Placed: 7:10 AM Delivery Ticket No.: 709606 Slump (ASTM C-143): N/A Made By:. CONTRACTOR Air Content: N/A Air Temperature: N/A Cured Specification: ASTM C-31 Specimen Temperature: N/A Date Received: 12/11/00 Detivery Method: PICKED UP BY ALPHA Field Data Submitted By= CONTRACTOR Mix Data Submitted By:. LMC CYLINDER COMPRESSION TEST RESUL TS Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Te~ted: (Day~): Length Width Diameter Sq. In. Load: PSI: 87 LAB C-1231 12/15/00 7 12 N/A 6 28.27 89097 31~0 88 LAB 1/5/01 28 12 N/A '6 28.27 0 89 LAB 1/5/01 28 12 N/A 6 28.27 0 90 LAB HOLD HOLD 12 N/A 6 28.27 0 Specifications: 28 Requite to Date: N/A Note~: CLIENT MADE CYLINDERS