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Stoneleigh P2-LR001205
ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 972/620-8911- 972/263-4937 (Metro) DALLY FIELD REPORT FAX: 972/406-8023 TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 12/05/00 DALLAS, TEXAS PROJECT: STONELEIGH (~ RIVERCHASE OUR REPORT NO: 00652-38 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 ~4.01. 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 4 CLIENT MAD CYLINDERS. PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATIONS: SET #1: SLAB OF CLUBHOUSE BUILDING 9-12A SOUTHWEST CORNER (12/4100) SET #2: SLAB OF CLUBHOUSE BUILDING 9-12A NORTHWEST CORNER (12/4/00) THE CYLINDERS WERE RETURNED TO THE LABORATORY FOR PROCESSING. LABORATORY COMPRESSION TEST RESULTS 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 Respectfully Submitted, ALPHA TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. s ,#e POST TENSIONING DallaS, Texas 7,~29 972/620-8911 - 972/2~937 (Me~o) F~: 972/~3 PROJECT: STONELIEGHATRIVERCHASE JOB NUMBER: 00652-38A ADDRESS: COPPELL, TEXAS DATE: 12/05100 CEENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING #4.01 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 I BS-59 4.50 4.50 0.00 4.50 7641 0.00% 1/2 2 S-57 4.38 4.50 0.00 4.50 7641 2.86% 1/2 3 BS-69 5.25 5.50 0.00 5.50 7641 4.76% 1/2 4 S-69 5.25 5.44 0.00 5.44 7641 3.57% 1/2 5 S-79 6.00 6.13 0.00 6.13 7641 2.08% 1/2 6 S-79 6.00 6.00 0.00 6.00 7641 0.00% 1/2 7 S-79 6.00 6.00 0.00 6.00 7641 0.00% 1/2 8 S-77 5.88 6.00 0.00 6.00 7641 2.04% 1/2 9 B$-30 2.25 2.44 0.00 2.44 7641 8.33% 1/2 10 S-77 5.88 6.25 0.00 6.25 7641 6.29% 1/2 11 S-77 5.88 6.25 0.00 6.25 7641 6.29% 1/2 12 BS-30 2.25 2.44 0.00 2.44 7641 8.33% 1/2 13 S-77 5.88 6.00 0.00 6.00 7641 2.04% 1/2 14 S-79 6.00 6.50 0.00 6.50 7641 8.33% 1/2 15 S-79 6.00 6.50 0.00 6.50 7641 8.33% 1/2 16 S-79 6.00 6.00 0.00 6.00 7641 0.00% 1/2 17 S-69 5.25 5.50 0.00 5.50 7641 4.76% 1/2 18 BS-69 5.25 5.50 0.00 5.50 7641 4.76% 1/2 19 S-57 4.38 4.56 0.00 4.56 7641 4.17% 1/2 20 BS-59 4.50 4.69 0.00 4.69 7641 4.17% 1/2 21 BS-59 4.50 4.81 0.00 4.81 7641 6.94% 1/2 22 S-57 4.38 4.63 0.00 4.63 7641 5.59% 1/2 23 BS-69 5.25 5.63 0.00 5.63 7641 7.14% 1/2 24 S-69 5.25 5.50 0.00 5.50 7641 4.76% 1/2 25 S-79 6.00 6.56 0.00 6.56 7641 9.38% 1/2 26 BS-158-L A/B 12.13 13.00 0.25 13.25 7641 9.23% 1/2. 27 S-79 6.00 6.56 0.00 6.56 7641 9.38% REMARKS: Specifications: -7% to +12% CAL. DATE: 10/17/00 Respe..cff. plly Subrrj~ed PUMP # 5386 RAM NO: 400 Geotechnical Engineering · Consffuction Materials Testing · Environmental Engineering · Consulting ALPHA TESTIN( , INC. s ,,o POST TENSIONING Dallas. Texas 7~ 972/d~911 - 97~937 (Me~) F~: 972/~3 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-38B ADDRESS: COPPELL, TEXAS DATE: 12/05/00 CMENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING #4.01 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 28 S-79 6.00 6.00 0.00 6.00 7641 0.00% 1/2 29 S-77 5.88 6.00 0.00 6.00 7641 2.04% 1/2 30 BS-30 2.25 2.44 0.00 2.44 7641 8.33% 1/2 31 S-77 5.88 6.50 0.00 6.50 7641 10.54% 1/2 32 S-77 5.88 6.25 0.00 6.25 7641 6.29% 1/2 33 BS-30 2.25 2.44 0.00 2.44 7641 8.33% 1/2 34 S-77 5.88 6.50 0.00 6.50 7641 10.54% 1/2 35 S-79 6.00 6.44 0.00 6.44 7641 7.29% 1/2 36 S-79 6.00 6.56 0.00 6.56 7641 9.38% 1/2 37 BS-158-L A/B 12.13 12.94 0.50 13.44 7641 10.78% 1/2 38 S-79 6.00 6.44 0.00 6.44 7641 7.29% 1/2 .39 S-69 5.25 5.50 0.00 5.50 7641 4.76% 1/2 40 BS-69 5.25 5.50 0.00 5.50 7641 4.76% 1/2 41 S-57 4.38 4.56 0.00 4.56 7641 4.17% 1/2 42 BS-59 4.50 4.81 0.00 4.81 7641 6.94% 1/2 43 BS-64 4.88 5.00 0.00 5.00 7641 2.46% 1/2 44 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 45 S-63 4.75' 5.00 0.00 5.00 7641 5.26% 1/2 46 BS-64 4.88 5.00 0.00 5.00 7641 2.46% 1/2 47 S-62 4.75 4.94 0.00 4.94 7641 3.95% 1/2 48 S-64 4.88 5.00 0.00 5.00 7641 2.46% 1/2 49 BS-65 5.00 5.50 0.00 5.50 7641 10.00% 1/2 50 S-64 4.88 5.00 0.00 5.00 7641 2.46% 1/2 51 S-64 4.88 5.00 0.00 5.00 7641 2.46% 1/2 52 BS-65 5.00 5.25 0.00 5.25 7641 5.00% 1/2 53 S-64 4.88 5.13 0.00 5.13 7641 5.02% 1/2 54 S-71 5.38 5.81 0.00 5.81 7641 8.04% REMARKS: Specifications: -7% to +12% CAL. DATE: 10/17/00 R~l:)eet~llv Submitted GAUGE # 400A PUMP # 5386 RAM NO: 400 ~ALPHA TESTING, INC. Geotechnical Enginee~fng · Construction Mate~als Testing · Environmental Engineerfng · Consulting ALPHA TESTING, INC. w co n s ,e ,oo POST TENSIONING Dallas, Texos 75229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-38C ADDRESS: COPPELL, TEXAS DATE: 12/05/00 CMENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING #4.01 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 55 S-71 5.38 5.69 0.00 5.69 7641 5.81% 1/2 56 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 57 BS-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 58 S-62 4.75 5.00 0.00 5.00 7641 5.26% 1/2 59 S-63 4.75 4.94 0.00 4.94 7641 3.95% 1/2 60 BS-64 4.88 5.31 0.00 5.31 7641 8.86% 1/2 61 S-51 3.88 4.00 0.00 4.00 7641 3.09% t/2 62 S-51 3.88 3.94 0.00 3.94 7641 1.48% 1/2 63 S-51 3.88 3.94 0.00 3.94 7641 1.48% 1/2 64 BS-52 3.88 4.13 0.00 4.13 7641 6.31% 1/2 65 S-38 2.88 3.06 0.00 3.06 7641 6.34% 1/2 66 S-38 2,88 3.06 0.00 3.06 7641 6.34% 1/2 67 BS-39 2.88 3.00 0.00 3.00 7641 4.17% 1/2 68 S-38 2.88 3.00 0.00 3.00 7641 4.17% 1/2 69 S-38 2.88 3.06 0.00 3.06 7641 6.34% 1/2 70 BS-52 3.88 4.00 0.00 4.00 7641 3.09% 1/2 71 S-51 3.88 4.00 0.00 4.00 7641 3.09% 1/2 72 S-51 3.88 4.00 0.00 4.00 7641 3.09% 1/2 73 S-51 3.88 4.00 0.00 4.00 7641 3.09% 1/2 74 BS-64 4.88 5.19 0.00 5.19 7641 6.30% 1/2 75 S-63 4.75 4.75 0.00 4.75 7641 0.00% 1/2 76 S-62 4.75 4.88 0.00 4.88 7641 2.63% 1/2 77 BS-63 4.75 4.75 0.00 4.75 7641 0.00% 1/2 78 S-63 4.75 4.69 0.00 4.69 7641 -1 32% 1/2 79 S-71 5.38 5.81 0.00 5.81 7641 8.04% 1/2 80 BS-72 5.50 6.00 0.00 6,00 7641 9.09% 1/2 81 S-71 5.38 5.94 0.00 5.94 7641 10.36% REMARKS: Specifications: -7% to +12% CAL. DATE: 10/17/00 Respe~ff . ._ .Respe .ully S.u_br~itted GAUGE # 4QOA /////// PUMP # 5386 RAM NO: 400 ALPHA TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING,, INC. 220~ Wisconsin St., Su#e I00 POST TENSIONING Dallas. Texas 7~22~ 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-38D ADDRESS: COPPELL, TEXAS DATE: 12/05100 CUENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING ~4.01 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 82 S-64 4.88 5.19 0.00 5.19 7641 6.30% 1/2 83 BS-65 5.00 5.50 0.00 5.50 7641 10.00% 1/2 84 S-64 4.88 5.19 0.00 5.19 7641 6.30% 1/2 85 S-64 4.88 5.19 0.00 5.19 7641 6.30% 1/2 86 BS-65 5.00 5.50 0.00 5.50 7641 10.00% 1/2 87 S-64 4.88 5.06 0.00 5.06 7641 3.74% 1/2 88 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 89 BS-64 4.88 5.19 0.00 5.19 7641 6.30% 1/2 90 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 91 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 92 BS-64 4.88 5.19 0.00 5.19 764 1 6.30% RE~U~KS: Specifications: -7% to +12% CAL. DATE: 10/17/00 Res~)ecffullv Submitted GAUGE # 400A PUMP # 5386 RAM NO: 400 ~ALPHA TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting '- ALPHA TESTING, INC. 2209 Wisconsin St,, Suite 10Concrete Compression Test Dallas, Texas 75229 "~' -°e"or, (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-31 A'FI'N: KELLER WEBSTER Issue Date: 12/05/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH @ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: SLAB BUILDING #7, 30~/V & 40°N FROM SE CORNER OF SLAB Date Placed: 11/28/00 Plant Number: 7-3000 Time Placed: 7:30 AM Delivery Ticket No.: 7095523 Slump (ASTM C-143): 4 Made By: ALPHA Air Content: N/A Air Temperature: 52 Cured Specification: ASTM C-31 Specimen Temperature: 60 Date Received: 11/29/00 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: HENSHAW, EKENG A Mix Data Submitted By: LMC CYLINDER COMPRESSION TEST RESUL TS Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Tested: (Days): Length Width Diameter Sq. In. Load: PSI: 9 LAB C-1231 12/5/00 7 12 N/A 6 28.27 91326 3230 10 LAB 12/26/00 28 12 N/A 6 28.27 0 11 LAB 12126/00 28 12 N/A 6 28.27 0 12 LAB HOLD HOLD 12 N/A 6 28.27 0 Specifications: __ 28 .................. 3000 Resu Its to Date: N/A Notes: Respectfully Submitted Bi: '~:='~ of Alpha Testing, Inc. :.' ':..-~i'- ;.'~ ~~ ' ~,:~~???, ~' ALPHA TESTING, INC. Concrete Test 2209 Wisconsin St., Suite 10 ompresslon Dallas, Texas 75229 "'t' ~ne-or' (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-32 ATTN: KELLER WEBSTER Issue Date: 12/05/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH @ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: SLAB BUILDING #8, 120'W & 50'N FROM SE CORNER OF SLAB Date Placed: 11/28/00 Plant Number: 7-3000 Time Placed: 8:00 AM Delivery Ticket No.: 7095526 Slump (ASTM C-143): 3.75 Made By: ALPHA Air Content: N/A Air Temperature: 52 Cured Specification: ASTM C-31 Specimen Temperature: 60 Date Received: 11129100 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: HENSHAW, EKENG A Mix Data Submitted By: LMC CYLINDER COMPRESSION TEST RESUL TS Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Tested: (Days): Length Width Diameter Sq. In. Load: PSI: 13 LAB C-1231 12/5/00 7 12 N/A 6 28.27 86645 3060 14 LAB 12/26/00 28 12 N/A 6 28.27 0 15 LAB 12/26/00 28 12 N/A 6 28.27 0 16 LAB HOLD HOLD 12 N/A 6 28.27 0 Specifications: .................. 28. ............. 3000 Results to Date: N/A Notes: Respectfully Submitted B~,: ~'~-~ of Alpha Testing, Inc. " - · : '" ~::- -.* -'-'.'---'..."~ -"e.r,.'~*'.'. ,. ~~"~,..'~."~......~.~.~--'..:;,,':--'~¢~.*;. '~:~?:' ~.-'.~-.~'.' :r..'~.'.:'. ALPHA TESTING, INC. 2209 Wisconsin St., Suite 10 Concrete Compression Test Dallas, Texas 75229 -°e"or, (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-33 ATTN: KELLER WEBSTER Issue Date: 12/05/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH @ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: SLAB BUILDING #8, 10~/V & 40'N FROM SE CORNER OF SLAB Date Placed: 11128100 Plant Number: 7-3000 Time Placed: 9:00 AM Delivery Ticket No.: 709558 Slump (ASTM C-143): 4 Made By: ALPHA Air Content: N/A Cured Specification: ASTM C-31 Air Temperature: 55 Specimen Temperature: 60 Date Received: 11/29/00 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: HENSHAW, EKENG A Mix Data Submitted By: LMC CYLINDER COMPRESSION TEST RESULTS Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Tested: (Days): Length Width Diameter Sq. In. Load: PSI: 17 LAB C-1231 12/5/00 7 12 N/A 6 28.27 96069 3390 18 LAB 12/26/00 28 12 N/A 6 28.27 0 19 LAB 12/26/00 28 12 N/A 6 28.27 0 20 LAB HOLD HOLD 12 N/A 6 28.27 0 $_p_e_c_!fi catio ns: 28 ............ ........ 3000 Results to Date: N/A Notes: Respectfully Submitted BY: ~5 of Alpha Testing, Inc. . G, ~.~;i..~.0 ~~,~~ ~~/~ ' ~'~,~,,; .:- ~;~'.=.."a~:,"' '.. :" .": :-"'" ." ~'