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Stoneleigh P2-LR001218
ALPHA TESTING, INC. 2209 Wisconsin St., Suite 10 Concrete - -' ompress=on Test Dallas, Texas 75229 (972) 620-S911 Report Teated For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-55 A'I-TN: KELLER WEBSTER issue Date: 12/18/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH iJJ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: PAVING C-70' FROM WEST END Data Placed: 12/6/00 Plant Number: 7-3000 Tima Placed: 8:45 AM Delivery Ticket No.: 7095917 Slump (ASTM C-143): N/A Made By: CONTRACTOR Air Content: NIA Air Temperature: NIA Cured Specification: ASTM C-31 Specimen Temperature: N/A Date Recalved: 12/8/00 Delivery Method: PICKED UP BY ALPHA Fiald Date Submitted By: CONTRACTOR Mix Date Submitted By:. LMC CYLINDER COMPRESSION TEST RESUL TS Lab Cum Cap Date Age Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Te~ted: (D~y~): Length Width Diameter Sq. In. Load: PSI: 77 LAB C-1231 12/13/00 7 12 NIA 6 28.27 82615 2920 78 LAB C-1231 12/16/00 10 12 NIA 6 28.27 93930 3320 79 LAB 113/01 28 12 NIA 6 28.27 0 80 LAB 113/01 28 12 NIA 6 28.27 0 86 LAB HOLD HOLD 12 N/A 6 28.27 0 · Specifications: 28 3000 I Results to Date: N/A Notes: CLIENT MADE CYLINDERS j Respectfully Submitted By: ~.~ °f Alpha Testing" '-~ci'~ ....... 1 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Do#os, Texas 75229 972/620-8911-972/263-4937 (Metro,) DALLY FIELD REPORT FAX: 972/406-8023 TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 12/18/00 DALLAS, TEXAS PROJECT: STONELEIGH I~} RIVERCHASE OUR REPORT NO: 00652-70 COPPELL, TEXAS TECHNICIAN: R.D. WEATHER: CLEAR TEMPERATURE RANGE: 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 #5. 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 STRUCTRUAL ENGINEER. PRIOR TO CUTTING CABLES. ASST. SUPERINTENDENT, JUSTIN, 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 RespectfjjIly Su~tted, ALPHA TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. POST TENSIONING Dallas, Texas 7,5229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-70A ADDRESS: COPPELL. TEXAS DATE: 12/18/00 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: R.D. BUILDING #5 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSi DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 1 BS-28 2.00 2.13 0.00 2.13 7641 6.25% 1/2 2 S-27 2.00 2.13 0.00 2.13 7641 6.25% 1/2 3 S-27 2.00 1.88 0.00 1.88 7641 ~.25% 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 2.63 0.00 2.63 7641 5.00% 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 2.00 0.00 2.00 7641 0.00% 1/2 11 S-27 2.00 2.00 0.00 2.00 7641 0.00% 1/2 12 BS-28 2.00 2.13 0.00 2.13 7641 6.25% 1/2 13 S-49 3.75 3.63 0.00 3.63 7641 -3.33% 1/2 14 BS-50 3.75 3.75 0.00 3.75 7641 0.00% 1/2 15 BS-28 2.00 2.13 0.00 2.13 7641 6.50% 1/2 16 S-27 ZOO 2.13 0.00 2.13 7641 6.25% 1/2 17 S-27 2.00 2.00 0.00 2.00 7641 0.00% 1/2 18 BS-42 3.13 3.00 0.00 3.00 7641 -4.15% 112 19 S-41 3.13 3.13 0.00 3.13 7641 -0.16% 1/2 20 S-139-L A/B 10.63 10.25 0.50 10.75 7641 1.13% 1/2 21 S-139-L A/B 10.63 9.75 1.25 11.00 7641 3.48% 1/2 22 S-141-L NB 10.75 10.00 1.13 11.13 7641 3.49% 112 23 BS-142-L NB 10.88 10.00 1.50 11.50 7641 5.75% 112 24 S-141-L A/B 10.75 9.88 1.25 11.13 7641 3.49% 1/2 25 S-141-L AJB 10.75 10.13 0.75 10.88 7641 1.16% 1/2 26 S-141-L NB 10.75 10.25 0.88 11.13 7641 3.49% 112 27 BS-34 2.50 2.63 0.00 2.63 7641 5.00% REMARK8: Specifications: -7% to +12% Difference Allowed * OUT OF SPECIFICATION CAL. DATE: 10117/00 GAUGE # 400A PUMP # 5386 RAM NO: 400 ~.PHA TESTING, INC. Geotechnical Engineering 0 Construction Materials Testing 0 Environmental Engineering 0 Consulting ALPHA TESTING, INC. 22m w soo, , s,#e POST TENSIONING Dollos. Texos 75229 972/6~ I 1 - 972/2~937 (Me~o) F~: 972/~3 PROJECT: STONELIEGHAT RIVERCHASE - JOB NUMBER: 00652-70B ADDRESS: COPPELL, TEXAS DATE: 12118100 CMENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: R.D. BUILDING #5 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 28 S-141-L A/B 10.75 10.63 0.25 10.88 7641 1.16% 1/2 29 S-143-L A/B 11.00 10.88 0.88 11.75 7641 6.82% 1/2 30 S-143-L A/B 11.00 10.25 1.00 11.25 7641 2.27% 1/2 31 S-143-L NB 11.00 10.25 1.25 11.50 7641 4.55% 1/2 32 S-143-L NB 11.00 10.13 1.13 11.25 7641 2.27% 1/2 33 S-143-L NB 11.00 9.75 1.75 11.50 7641 4.55% 1/2 34 S-143-L A/B 11.00 10.38 0.75 11.13 7641 1.14% 1/2 35 S-143-L NB 11.00 10.00 1.38 11.38 7641 3.41% 1/2 36 S-143-L A/B 11.00 10.13 1.00 11.13 7641 1.14% 1/2 37 BS-34 2.50 2.38 0.00 2.38 7641 -5.00% 1/2 38 S-141-L NB 10.75 10.13 1.13 1125 7641 4.65% 1/2 39 S-141-L NB 10.75 10.25 1.00 11.25 7641 4.65% 1/2 40 S-141-L NB 10.75 10.25 1.25 11.50 7641 6.98% 1/2 41 S-141-L NB 10.75 10.00 1.38 11.38 7641 5.81% 1/2 42 BS-142-L A/B 10.88 10.13 1.25 11.38 7641 4.60% 1/2 43 S-139-L NB 10.63 10.25 1.00 11.25 7641 5.83% 1/2 44 S-139-L NB 10.63 10.00 1.38 11.38 7641 7.06% 1/2 45 S-41 3.13 3.25 0.00 3.25 7641 3.83% 1/2 46 BS-42 3.13 3.00 0.00 3.00 7641 ~i.00% 1/2 47 S-27 2.00 2.13 0.00 2.13 7641 6.25% 1/2 48 S-27 2.00 2.13 0.00 2.13 7641 6.25% 1/2 49 BS-28 2.00 2.00 0.00 2.00 7641 0.00% 1/2 50 BS-79 6.00 6.13 0.00 6.13 7641 2.08% 1/2 51 S-78 6.00 5.88 0.00 5.88 7641 -2.08% 1/2 52 S-78 6.00 6.25 0.00 6.25 7641 4.17% 1/2 53 BS-79 6.00 6.50 0.00 6.50 7641 8.33% 1/2 54 S-78 6.00 6.38 0.00 6.38 7641 6.25% REMARKS: Specifications: -7% to +12% Difference Allowed CAL. DATE: 10/17/00 Re II Su ' d PUMP # 5386 RAM NO: 400 Geotechnical Engineering · Construction Materials Tes#ng · Environmental Engineering · ConsuiSng ALPHA TESTING, INC. v ,cor s te POST TENSIONING Doilos, Texos 7522~ 972/620-8~I 1 - 972/263-4937 (Metro) FAX: ~72/406-8023 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-70C ADDRESS: COPPELL, TEXAS DATE: 12/18100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: R.D. BUILDING ~5 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 55 S-78 6.00 6.00 0.00 6.00 7641 0.00% 1/2 56 BS-79 6.00 6.13 0.00 6.13 7641 2.08% 1/2 57 S-78 6.00 6.25 0.00 6.25 7641 4.17% 1/2 58 S-78 6.00 6.25 0.00 6.25 7641 4.17% 1/2 59 BS-60 4.50 4.38 0.00 4.38 7641 -2.78% 1/2 60 S-59 4.50 4.63 0.00 4.63 7641 2.78% 1/2 61 S-61 4.63 4.50 0.00 4.50 7641 -2.81% 1/2 62 S-61 4.63 5.00 0.00 5.00 7641 8.11% 1/2 63 BS-62 4.75 4.88 0.00 4.88 7641 2.63% 1/2 64 S-65 5.00 5.00 0.00 5.00 7641 0.00% 1/2 65 BS-50 3.75 3.88 0.00 3.88 7641 3.33% 1/2 66 S-49 3.75 4.00 0.00 4.00 7641 6.67% 1/2 67 BS-66 5.00 4.88 0.00 4.88 7641 -2.50% 1/2 68 S-65 5.00 5.13 0.00 5.13 7641 2.50% 1/2 69 S-65 5.00 5.38 0.00 5.38 7641 7.50% 1/2 70 BS-66 5.00 5.25 0.00 5.25 7641 5.00% 1/2 71 S-65 5.00 5.00 0.00 5.00 7641 0.00% 1/2 72 S-66 5.00 4.88 0.00 4.88 7641 -2.50% 1/2 73 S-66 5.00 4.88 0.00 4.88 7641 -2.50% 1/2 74 BS-67 5.13 5.00 0.00 5.00 7641 -2.53% 1/2 75 S-66 5.00 4.75 0.00 4.75 7641 -5.00% 1/2 76 S-65 5.00 4.88 0.00 4.88 7641 -2.50% 1/2 77 BS-66 5.00 5.00 0.00 5.00 7641 0.00% 1/2 78 S-65 5.00 5.00 0.00 5.00 7641 0.00% 1/2 79 S-65 5.00 .......... 1/2 80 BS-66 5.00 4.88 0.00 4.88 7641 -2.50% 1/2 81 S-65 5.00 5.13 0.00 5.13 7641 2.50%' REMARKS: Specifications: -7% to +12% Difference Allowed ** CABLES WAS MISSING RAM NO: 400 /"ALPHA TESTING, INC. Gm)technical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 220 w, s,,#e 00 POST TENSIONING Dollos, Texos 7~ 972/6~911 - 972/2~937 (Me~o) F~: 972/~3 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-70D ADDRESS: COPPELL, TEXAS DATE: 12/18/00 CUENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: R.D. BUILDING #5 TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 82 BS-62 4.75 5.00 0.00 5.00 7641 5.26% 1/2 83 S-61 4.63 5.00 0.00 5.00 7641 7.99% 1/2 84 S-61 4.63 4.88 0.00 4.88 7641 5.41% 1/2 85 S-59 4.50 4.75 0.00 4.75 7641 5.56% 1/2 86 BS-60 4.50 4.75 0.00 4.75 7641 5.56% 1/2 87 S-78 6.00 5.75 0.00 5.75 7641 -4.17% 1/2 88 $-78 6.00 5.88 0.00 5.88 7641 -2.08% 1/2 89 BS-79 6.00 6.00 0.00 6.00 7641 0.00% 1/2 90 S~78 6.00 6.13 0.00 6.13 7641 2.08% 1/2 91 S-78 6.00 5.88 0.00, 5.88 7641 -2.08% 1/2 92 BS-79 6.00 5.75 0.00 5.75 7641 -4.17% 1/2 93 S-78 6.00 5.75 0.00 5.75 7641 -4.17% 1/2 94 S-78 6.00 6.00 0.00 6.00 7641 0.00% 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: 10/17100 Re~llySu~p~Res ull Su itted GAUGE # 400A PUMP # 5386 RAM NO: 400 Geotechnical Engineerfng · Construction Materfals Testing · Environmental Engineerfng · Consulting ALPHA TESTING, INC. Concrete Test 2209 Wisconsin St., Suite 10 omt, ress,on Dallas, Texas 75229 "t' °e"or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-56 A~-FN: KELLER WEBSTER Issue Date: 12/1812000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~} RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: PAVING C-125' FROM WEST END Date Placed: 12/6100 Plant Number: 7-3000 Time Placed: 11:10 AM Delivery Ticket No.: 7065936 Slump (ASTM C-143): N/A Made By: ALPHA Air Contsnt: N/A Air Temperature: N/A Cured Specification: ASTM C-31 Specimen Temperature: N/A Date Received: 12/8/00 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By:. CONTRACTOR 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: 81 LAB C-1231 12/13/00 7 12 N/A 6 28.27 88402 3120 82 LAB C-1231 12/16/00 10 12 N/A 6 28.27 113584 4010 83 LAB 113/01 28 12 NIA 6 28.27 0 84 LAB 1/3/01 28 12 NIA 6 28.27 0 85 LAB HOLD HOLD 12 NIA 6 28.27 0 . Specifications: 28 Results to Date: N/A Notes: CLIENT MADE CYLINDERS