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Stoneleigh P2-LR001211 ALPHA TESTING, INC. 2209 Wisconsin St., Suite I00 Dallas, Texas 75229 972/620-8911-972/263-4937 (Metro) DAILY FIELD REPORT FAX: 972/406-8023 TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 12/11100 DALLAS, TEXAS PROJECT: STONELEIGH (~ RIVERCHASE OUR REPORT NO: 00652-58 COPPELL, TEXAS TECHNICIAN: G.M. WEATHER: CLOUDY TEMPERATURE RANGE: 38 TO 33 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 ~9.1ZA. 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 2 SETS OF CLIENT MADE CYLINDERS. PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATIONS: SET #1: GARAGE SLAB G-2 6' NORTH OF SOUTHEAST CORNER SET #2: GARAGE SLAB G-2 10' SOUTH OF NORTHWEST CORNER THE CYLINDERS WERE RETURNED TO THE LABORATORY FOR PROECESSING. LABORATORY COMPRESSION TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT. JERRY WITH SVC 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 Su bmit~e_d, AEPHA- TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 220 W scor Su#e POST TENSIONING Dollos, Texos 70229 ~72/6~I 1 - 972/2~937 (Me~o) F~: 972/~3 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-58A ADDRESS: COPPELL, TEXAS DATE: 12/11100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. TYPE 9 BUlLIDNG ffi3.12A TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 1 BS-51 3.88 4.19 0.00 4.19 7641 7.93% 1/2 2 S-50 3.75 4.00 0.00 4.00 7641 6.67% 1/2 3 S-50 3.75 4.00 0.00 4.00 7641 6.67% 1/2 4 S-50 3.75 4.00 0.00 4.00 7641 6.67% 1/2 5 BS-72 5.50 6.00 0.00 6.00 7641 9.09% 1/2 6 S-71 5.38 5.81 0.00 5.81 7641 8.04% 1/2 7 S-71 5.38 5.69 0.00 5.69 7641 5.72% 1/2 8 BS-72 5.50 6.00 0.00 6.00 7641 9.09% 1/2 9 S-71 5.38 5.69 0.00 5.69 7641 5.72% 1/2 10 S-71 5.38 5.69 0.00 5.69 7641 5.72% 1/2 11 BS-72 5.50 6.00 0.00 6.00 - 7641 9.09% 1/2 12 S-83 6.38 7.00 0.00 7.00 7641 9.72% 1/2 13 S-83 6.38 6.81 0.00 6.81 7641 6.78% 1/2 14 BS-84 6.38 6.81 0.00 6.81 7641 6.78% 1/2 15 S-83 6.38 7.00 0.00 7.00 7641 9.72% 1/2 16 $-83 6.38 6.81 0.00 6.81 7641 6.78% 1/2 17 BS-84 6.38 6.81 0.00 6.81 7641 6.78% 1/2 18 S-21 1.50 1.50 0.00 1.50 7641 0.00% 1/2 19 BS-22 1.63 1.56 0.00 1.56 7641 -4.14% 1/2 20 S-76 5.75 6.00 0.00 6.00 7641 4.35% 1/2 21 S-71 5.38 5.81 0.00 5.81 7641 8.04% 1/2 22 BS-72 5.50 5.94 0.00 5.94 7641 7.95% 1/2 23 S-71 5.38 5.81 0.00 5.81 7641 8.04% 1/2 24 S-71 5.38 5.81 0.00 5.81 7641 8.04% 1/2 25 S-71 5.38 5.81 0.00 5.81 7641 8.04% 1/2 26 BS-72 5.50 6.00 0.00 6.00 7641 9.09% 1/2 27 BS-73 5.63 6.00 0.00 6.00 7641 6.57% REMARKS: Specifications: -7% to +12% Difference Allowed CAI.. DATE: 10/17/00 Respectfully Submitted PUMP # 5386 RAM NO: 400 ~[-'PI-(~ 7'ES~IN~, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 220 su,te )oo POST TENSIONING D~IIOS, Texas 7~2~ 972/6~911 - 972/2~937 (Metro) F~: 972/~3 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-58B ADDRESS: COPPELL. TEXAS DATE: 12/11100 CEENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. TYPE 9 BUILIDNG ~.12A TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 28 S-59 4.50 4.56 0.00 4.56 7641 1.39% 1/2 29 S-59 4.50 4.56 0.00 4.56 7641 1.39% 1/2 30 BS-60 4.50 4.56 0.00 4.56 7641 1.39% 1/2 31 S-59 4.50 4.50 0.00 4.50 7641 0.00% 1/2 32 S-59 4.50 4.63 0.00 4.63 7641 2.78% 1/2 33 S-50 3.75 4.00 0.00 4.00 7641 6.67% 1/2 34 BS-51 3.88 4.06 0.00 4.06 7641 4.70% 1/2 35 S-50 3.75 4.00 0.00 4.00 7641 6.67% 1/2 36 S-50 3.75 4.00 0.00 4.00 7641 6.67% 1/2 37 BS-51 3.88 3.94 0.00 3.94 7641 1.48% 1/2 38 BS-86 6.63 7.00 0.00 7.00 7641 5.58% 1/2 39 S-85 6.50 7.00 0.00 7.00 7641 7.69% 1/2 40 S-85 6.50 7.00 0.00 7.00 7641 7.69% 1/2 41 S-91 7.00 7.00 0.00 7.00 7641 0.00% 1/2 42 B$-96 7.38 7.50 0.00 7.50 7641 1.63% 1/2 43 S-97 7.50 7.56 0.00 7.56 7641 0.83% 1/2 44 S-97 7.50 7.56 0.00 7.56 7641 0.83% 1/2 45 BS-96 7.38 7.81 0.00 7.81 7641 5.86% 1/2 46 S-91 7.00 7.25 0.00 7.25 7641 3.57% 1/2 47 S-85 6.50 7.00 0.00 7.00 7641 7.69% 1/2 48 BS-86 6.63 6.81 0.00 6.81 7641 2.75% 1/2 49 S-87 6.63 6.81 0.00 6.81 7641 2.75% 1/2 50 S-89 6.88 7.25 0.00 7.25 7641 5.38% 1/2 51 BS-90 6.88 7.00 0.00 7.00 7641 1.74% 1/2 52 S-89 6.88 7.00 0.00 7.00 7641 1.74% 1/2 53 S-89 6.88 7.25 0.00 7.25 7641 5.38% 1/2 54 BS-90 6.88 7.25 0.00 7.25 7641 5.38% REMARKS: Specifications: -7% to +12% Difference Allowed CAL. DATE: 10/17100 Respe~,ctf~Jly, S u b, Knitted PUMP # 5386 RAM NO' 400 Geotechnical Engineering · ConstruCtiOn Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 2209 Wisconsin St., Suite 10 Concrete Compression Test Report (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-39 ATTN: KELLER WEBSTER Issue Date: 12/1112000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH Q RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: SLAB, CLUBHOUSE BUILDING 9-12A Date Placed: 12/4100 Plant Number: 7-3000 Time Placed: N/A Delivery Ticket No.: 7095798 Slump (ASTM C-143): NIA Made By: CONTRACTOR Air Content: NIA Air Temperature: NIA Cured Specification: ASTM C-31 Specimen Temperature: NIA Date Received: 12/5/00 Delivery Method: PICKED UP BY ALPHA Field Date Submitted By: CONTRACTOR Mix Data Submitted By: NIA CYLINDER COMPRESSION TEST RESUL TS Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Tested: (Days): Length Width Dlametar Sq. In. Load: PSI: 29 LAB C-1231 12/11/00 7 12 NIA 6 28.27 82553 2920 30 LAB 111101 28 12 NIA 6 28.27 0 31 LAB 111/01 28 12 N/A 6 28.27 0 32 LAB HOLD HOLD 12 NIA 6 28.27 0 i Specifications: 28 3000 ] i, Results to Date: N/A I Notes: CLIENT MADE CYLINDERS "'~espectfully Submitted By: - of Alpha Testing, Inc. ALPHA TESTING, INC. Concrete Test 2209 Wisconsin St., Suite 10 ompress=on Dallas, Texas 75229 (972) 620-8911 Teated For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-40 A'I-~N: KELLER WEBSTER laaue Date: 12/1112000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Deec: STONELEIGH ¢~ RIVERCHASE COPPELL, TEXAS RELD DA TA Placement Location: SLAB, CLUB HOUSE BUILDONG 9-12A Date Placed: 12/4/00 Plant Number: 7-3000 Time Placed: N/A Delivery Ticket No.: 7095809 Slump (ASTM C-143): N/A Made By: CONTRACTOR Air Content: N/A Air Temperature: NIA Cured Specification: ASTM C-31 Specimen Temperature: NIA Date Received: 12/5/00 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By:. CONTRACTOR Mix Date Submitted By:. NIA CYLINDER COMPRESSION TEST RESULTS Lab Cure Cap Date . Age Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Teared: (Days): Length Width Diameter Sq. In. Load: PSI: 33 LAB C-1231 17Jl1100 7 12 N/A 6 28.27 78182 2760 34 LAB 111/01 28 12 N/A 6 28.27 0 35 LAB 111/01 28 12 N/A 6 28.27 0 36 LAB HOLD HOLD 12 N/A 6 28.27 0 · Specifications: 28 3000 : Reaulte to Date: N/A Notes: CLIENT MADE CYLINDERS