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Stoneleigh P2-LR001207
ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 --°e"o", (972) 620-8911 Teated For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-29 ATTN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: SALB BUILDING #3, 10'S & 10'E OF NW CORNER Date Placed: 11/29/00 Plant Number: 3-3000 Time Placed: 6:45 AM Delivery Ticket No.: 3116539 Slump (ASTM C-t43): 4.75 Made By: ALPHA Air Content: N/A Air Temperature: 43 Cured Specification: ASTM C-31 Specimen Temperature: 51 Date Received: 11130100 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: MYERS, GARY D Mix Data Submitted By: LMC CYLINDER COMPRESSION TEST RESULTS Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Teltad: (Days): Length Width Diameter Sq. In. Load: PSI: I LAB C-1231 12/6/00 7 12 N/A 6 28.27 84560 2990 2 I.AB 12/27/00 28 12 N/A 6 28.27 0 3 LAB 12/27100 28 12 N/A 6 28.27 0 4 LAB HOLD HOLD 12 N/A 6 28.27 0 i Specifications: 28 3000 l, nesulta to Data: N/A Notes: i Respectfully Submitted By: ~ of Alpha Testing, Inc. ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 December 7, 2000 SPRING VALLEY cONSTRUCTION 10950 Alder Circle Dallas, Texas 75238 Attention: Mr. Keller Webster Re: Lime Slurry and Water Pressure Injection STONELEIGH AT RIVERCHASE Buildings 13, 16, 19, 20 and 26 Coppell, Texas ALPHA Report No. 00652-69 Submitted herewith are results of our analysis of lime slurry and water pressure injection conducted at the above referenced project. Our analysis consisted of sampling soils after lime slurry and water pressure injection to a depth of 7 fi and performing moisture content, pocket- penetromcter and absorption swell tests on representative samples. Sampling of the injected soils using test borings was performed on December 7, 2000. A total of 16 test borings (Borings 79-94) were performed at the approximate locations shown on Figure 1, the Boring Location Plan, to obtain samples of the injected soils for laboratory testing. Individual test results are presented on summary data sheets attached to this report. According to the project geotechnical report (re: ALPHA Report No. 98611 dated August 25, 1998), acceptance of lime slurry and water pressure injection should be based upon attaining an average free swell of 1 percent, or les. s, from soils within the injected zone. Results of current moisture content tests (Figure 2) indicate thc average moisture content of the injected soils at each boring location varies from about 19 to 27. Results of absorption swell tests conducted on samples from thc injected zone indicate frcc swells ranging from about 0.1 to 2.5 percent and averaging about 0.7 percent. Based on results of current moisture content tests and' absorption swell tests, it is our opinion thc present free swell within 'the injected soils in Buildings 13, 16, 19, 20 and 26 conforms to the project criteria of 1 percent, or less. Therefore, it is recommended thc lime slurry and water pressure injection at in Buildings 13, 16, 19, 20 and 26 be accepted. C-;eotechn/c~~ g ~Matetk~Testt~ g ~to~E~ · C~ We appreciate the opportunity to be of service to you on this project. If we can be of further assistance, please contact our office. ~_~.?~. ~. Sincerely yours. . .n~_ ~.~......~ .~.. ~ ALPHA TESTING, ,NC. ~'~ ................ DAL/pc -~{(~~ ~ager of Engineering Semices A~chments Copies: (3) Client (1) John D~a, A.I.A. (3) City of Coppell MOISTURE CONTENT BORING #79 BORING #80 BORING #81 DEPTH % MOIST. HAND PEN DEPTH % MOIST. HAND PEN DEPTH % MOIST. HAND PEN 0-1 33.3% 0.50 0-1 23.2% 0.50 0-1 19.3% 1 .IX) 0-1 21.0% 0.00 0-1 27.9% 0.50 0-1 27.1% 0.50 1-2 26.4% 1.00 1-2 26.9% 0.50 1-2 16.1% 1.50 1-2 20.7% 1.00 1-2 22.4% 1.75 1-2 17.7% 2.50 2-3 33.8% 1.00 2-3 28.9% 1.50 2-3 28.9% 1.00 2-3 23.0% 1.00 2-3 22.5% 0.50 2-3 29.6% 1.25 3-4 30.3% 1.25 3-4 29.3% 1.00 3-4 32.0% 2.00 3-4 33.2% 1.25 3-4 27.3% 1.75 3-4 30.3% 1.75 4-5 27.6% 2.25 4-5 26.2% 2.00 4-5 29.1% 2.25 4-5 22.4% 2.25 4-5 27.5% 2.00 4-5 26.8% 3.00 5-6 28.9% 1.75 5-6 23.8% 4.00 5-6 23.6% 2.25 5-6 28.7% 1.75 5-6 19.'~ % 4.50 5-6 30.8% 3.50 6-7 21.0% 2.25 6-7 22.6% 1.50 6-7 22.8% 2.50 6-7 32.2% 3.75 6-7 23.6% 3.00 6-7 24.2% 3.50 ~- Spring Valley Construction ~ Test Data .. Dallas, Texas .._ I · 2 . S~ At RiveFclLuse ' ' "f'. .Co]Mm-Textu. 006S2-69 12/07/00 MOISTURE CONTENT BORING #82 BORING #83 i~RING ~ DEPTH % MOIS'r. HAND PEN DEPTH % MOIS'F. HAND PEN DEPTH % MOIST. HAND PEN 0-1 26.9% 0.00 0-1 37.5% 3.00 0-1 28.2% 0.00 0-1 21.5% 0.00 0-1 31.8% 0,50 0-1 33.1% 0.75 1-2 30.9% 1.00 1-2 20.7% 1.25 1-2 21.4% 2.50 1-2 18.4% 1.50 1-2 26.6% 1.50 1-2 16.3% 2.50 2-3 31.1% 1.75 2-3 30.2% 1 .iX) 2-3 18.4% 1.50 2-3 20.4% 1.75 2-3 28.6% 1.25 2-3 21.3% 1.75 3-4 30.9% 1.50 3-4 24.4% 1.25 3-4 20.5% 0.75 3-4 30.2% 1.75 3-4 23.0% 2.25 3-4 29.0% 1.50 4-5 31.3% 1.75 4-5 24.1% 2.50 4-5 27.7% 2.00 4-5 26.5% 4.50 4-5 25.6% 2.50 4-5 24.9% 2.00 5-6 24.9% 2.50 5-6 27.1% 2.00 5-6 25.6% 1.50 5-6 28.8% 1~75 5-6 22.8% 2.00 5-6 29.5% 1.50 -6-7 26.8% 2.25 6-7' 25.0~ 2.50 6-7 22.8% 1.50 6-7 27.5% 3.25 .'~ ',r"~'";.-~'~. ~. * ~ 6-7 25.2% 2.25 Spring Valley Construction Laboratory Test Data Ddlas, Tens Figure 2 S .tonddgh At Riv...erdmse 006S2-~ 12/07/00 MOISTURE CONTENT R~RINR #1~ R~RINR #86 I:V~RIId~ DEPTH % MOIST. HAND PEN DEPTH % MOIST. HAND PEN DEPTH % MOIST. HAND PEN 0-1- 35.5% 0.50 0-1 26.5% 0.00 0-1 24.7% 0.50 0-1 31.8% 0.50 0-1 20.3% 1.00 0-1 22.6% 1.25 1-2 23.1% 1.00 1-2 18.1% 2.50 1-2 13.3% 4.5+ 1-2 13.6% 1.50 1-2 14.9% 3.25 1-2 12.3% 4.5+ 2-3 23.9% 1.25 2-3 18.4% 1.25 2-3 19.7% 3.50 2-3 26.7% 1.25 2-3 20.2% 1.25 2-3 17.3% 4.50 3-4 26.6% 1.25 3-4 16.6% 2.50 3-4 21.5% 2.00 3-4 25.6% 1.75 3-4 14.4% 2.50 3-4 24.6% 2.75 4-5 18.8% 3.75 4-5 21.5% 2.00 4-5 21.1% 2.25 4-5 19.1% 4.25 4-5 20.8% 3.00 4-5 19.1% 3.25 5-6 24.6% 2.75 5-6 23.5% 2.25 5-6 24.0% 2.00 5-6 21.8% 3.50 5-6 28.0% 2.25 5-6 22.3% 3.00 6-7 20.1% 2.50 6-7 32.3% 0.75 6-7 25.4% 2.75 6-7 21.6% 3.75 6-7 25.2% 1.75 6-7 22.8% 3.25 Spring Valley Construction Laboratory Test Data Dallas, Texas Figure 2 Stoneleiah At Rlverchase Com~JI- 'l~lw~.. 00652-69 12,fO?/Oe MOISTURE CONTENT BORING #88 BORING #89 BORING ~90 DEPTH % MOIST. HAND PEN DEPTH % MOIST. HAND PEN DEPTH % MOIST. HAND PEN 0-1 24.7% 0.50 0-1 23.3% 0.75 0-1 25.3% 0.50 0-1 18.8% 2.75 0-1 23.0% 0.50 0-1 16.9% 1.75 1-2 17.8% 1.00 1-2 19.8% 1.50 1-2 29.1% 0.75 1-2 1 1.7% 3.50 1-2 21.5% 2.00 1-2 27.6% 1.75 2-3 17.9% 2.00 2-3 18.1% 1.50 2-3 27.1% 1.75 2-3 21.0% 4.50 2-3 19.5% 2.50 2-3 28.3% 1.50 3-4 18.4% 1.50 3-4 22.7% 2.50 3-4 23.4% 2.00 3-4 17.9% 2.00 3-4 23.6% 1.75 3-4 27.1% 2.25 4-5 26.4% 1.50 4-5 18.3% 2.25 4-5 25.2% 2.00 4-5 22.8% 1.50 4-5 22.0% 2.75 4-5 27.6% 2.75 5-6 20.3% 2.50 5-6 21.8% 2.75 5-6 35.1% 0.50 5-6 22.3% 2.25 5-6 23.8% 3.75 5-6 24.8% 2.25 6-7 30.7% 1.50 6-7 24.2% 2.00 6-7 30.4% 1.50 6-7 26.4% 1.50 6-7 18.9% 3.00 6-7 31.2% 1.50 Spring Valley Construction Laboratory Test Data Dallas, Texas Figure 2 StoLelef_eh At Riverchase 00652-69 12/07/00 MOISTURE CONTENT BORING ~1 BORING ~2 BORING ~ DEPTH % MOIST. HAND PEN DEPTH % MOIST. HAND PEN DEPTH % MOIST. HAND PEN 0-1 15.8% 1.50 0-1 25.4% 1.00 0-1 23.7% 0.75 0-1 20.2% 0.75 0-1 21.3% 1.75 0-1 21.1% 1.00 1-2 14.4% 1'.50 1-2 26.5% 1.25 1-2 21.3% 2.00 1-2 20.4% '4.5+ 1-2 22.8% 4.5+ 1-2 14.7% 2.00 2-3 19.1% 4.5+ 2-3 27.3% 4.5+ 2-3 26.9% 1.25 2-3 26.7% 4.5+ 2-3 21.3% 4.50 2-3 28.0% 1.50 3-4 15.5% 4.5+ 3-4 14.7% 4.00 3-4 31.0% 1.50 3-4 21.8% 4.00 3-4 16.8% 4.50 3-4 24.3% 1.50 4-5 13.7% 4.50 4-5 21.2% 1.50 4-5 29.3% 1.50 4-5 14.3% 2.50 4-5 26.1% 2.00 4-5 22.0% 1.75 5-6 13.6% 4.50 5-6 14.7% 3.00 5-6 28.6% 2.00 5-6 12,0% 4.50 5-6 13.8% 4.50 5-6 30.2% 2.00 6-7 32.6% 1.00 6-7 21.4% 1.75 6-7 20.2% 2.75 6-7 28.5% 1.50 6-7 24.4% 1.75 6-7 23.5% 2.75 Spring VaJiey Construction Laboratory Test Data Dallas, . Texas Figure 2 ".'-., Riverchse 00652-69 12f07/00 MOISTURE CONTENT BORING ~4 DEPTH % MOIST. HAND PEN 0-1 27.1% 0.50 0-1 25.5% 1.25 1-2 25.0% 1.50 1-2 16.9% 1.75 2-3 16.0% 1.75 2-3 13.2% 4.50 3-4 16.5% 2.25 3-4 14.3% 3.25 4-5 26.3% 1.50 4-5 18.6% 3.00 5-6 25.2% 3.00 5-6 27.6% 2.25 6-7 30.0% 2.25 6-7 26.9% 3.50 Spring Valley Construction Laboratory Test Data DMim, Texas Figure 2 '~"?'~ '"" At Riverdmse ~ 006~2-69 12/07/00 I~ ~..',, ABSORPTION 8WELL TEST DATA BORINQ NO ................................. 79 79 80 80 81 81 82 82 DEPTH, FT ................. 2-3 6-7 1-2 5-6 2-3 4-5 2-3 5-6 DRY UNIT WEIGHT, ~ ............... 88 97 99 96 96 96 98 95 UQUID UMIT, % ......... PLASTtCtTY I#DEX (iq) .................. INITIAL MOISTURE CONTENT, %. ...... 30.4 31.5 22.4 27.0 26.4 27.4 25.8 24.9 FINAL MOISTURE CONTENT, % ....... 32.8 32.3 26.6 31.6 29.6 30.2 28.2 25.6 PERCENT FREE ~WEU- ............... 0.3 0.3 0.1 1.2 0.2 0.8 0.9 1.0 BORING NO ............................ I~ 83 86 86 98 DEPTH, FT ................. 1-2 4-6 5.8 2-3 5-6 DRY UNIT 'W~HT, PC:F .................. 97 102 111 98 101 102 107 98 UQUID UMIT, % ......... m. Asncn'Y i#o~x {m) ...................' INITIAL ~ COI~, ~ ..... 26.6 24.9 16.3 27.1 23.9 22.7 20.0 28.0 RNAL ~RE CONTEwr, % .... 27,0 26.2 17.1 28.3 24.5 26.0 21.0 31.1 PERCENT FREE ~ a . 0,4 0.9 0.4 0.4 0.3 2.3 0.1 0.5 BORIIG NO ........................ 87 87 88 88 89 89 90 90 DEPTH, FT ............... 1-2 4-5 2-3 5.6 3-4 5-6 2-3 5-6 DRY UNIT WB~fT, PCF ............. 121 109 107 103 104 101 96 100 INITIAL MOISTURE CONTENT, %. .... 12.3 19.9 21.0 22.1 23.6 23.8 27.4 24.8 FINAL ~ CONTENT, % .---- 14.8 21.2 21.3 24.6 25.5 25.3 27.9 25.1 P~CENT FREE ~ · 0.3 1.3 0.3 1.6 1.1 1.7 0.3 0.1 BORING NO .......................... 91 91 92 92 93 93 94 94 DEPTH, I=1. ................. 1-2 5-6 2-3 4-5 1-2 4-5 3-4 5-6 DRY uNrr WEIGHT, PCF ................ 104 124 105 98 110 98 111 100 LIQUID LIMIT, % ....: .... ~ UMIT, % __.. INITIAL MOIITURE ~, %...-- 20.4 12.0 21.3 25.5 14.7 28.0 16.5 25.2 FINAL IdOI~FURE CONTENT, % ....... -~ 22.3 13.2 23.0 27.0 15.6 28.3 20.9 27.1 PERCENT FREE ~ i ........... 0.2 0.2 2.5 0.8 0.3 0.8 0.9 1.4 Spring Valley Conslrm~oa Swell Test Data Copp~i, Tm ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 "t' -l enor* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-29 ATTN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH (~ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: SALB BUlLDIN~ #3, 10'S & 10'E OF NW CORNER Date Placed: 11/29/00 Plant Number: 3-3000 Time Placed: 6:45 AM Delivery Ticket No.: 3116539 Slump (ASTM C-143): 4.75 Made By: ALPHA Air Content: N/A Air Temperature: 43 Cured Specification: ASTM C-31 Specimen Tempereture: 51 Date Received: 11/30/00 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: MYERS, GARY D 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: I LAB C-1231 12/6100 7 12 N/A 6 28.27 84560 2990 2 LAB 12/27/00 28 12 N/A 6 28.27 0 3 LAB 12/27/00 28 12 N/A 6 28.27 0 4 LAB HOLD HOLD 12 N/A 6 28.27 0 Specifications: ............. 28 3000 I Results to Date: N/A I Notes: Respectfully Subm!tted By: ~ of Alpha Testing, Inc. ALPHA TESTING, iNC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 "1' De-or+ (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-30 ATTN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: SLAB BUILDING #3, 20'W & 15'N OF SE CORNER Date Placed: 11/29/00 Plant Number: 3-3000 Time Placed: 7:40 AM Delivery Ticket No.: 3116568 Slump (ASTM C-¶43): 4.5 Made By: ALPHA Air Content: N/A (ASTM C-173) Air Temperature: 47 Cured Specification: ASTM C-31 Specimen Temperature: 51 Date Received: 11/30/00 Delivery Method: PICKED UP BY ALPHA Fl®Id Data Submitted By: MYERS, GARY D Mix Date Submitted By: LMC CYLINDER COMPRESSION TEST RESUL TS Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Teated: (Days): Length Width Diameter Sq. In. Load: PSI: 5 LAB C-1231 12/6/00 7 12 N/A 6 28.27 90055 3180 6 LAB 12/27/00 28 12 N/A 6 28.27 0 7 LAB 12/27/00 28 12 N/A 6 28.27 0 8 LAB HOLD HOLD 12 N/A 6 28.27 0 'i Specification,: 28 - 3000 Results to Date: N/A Notes: Respectfully Submitted By: ,'"" - ...--P of Alpha Testing, Inc. ALPHA TESTING, INC. Concrete Test 2209 Wisconsin St., Suite 10 ompress.on Dallas, Texas 75229 '", v -°e"or* (972) 620-8911 Teated For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-34 ATTN: KELLER WEBSTER lasue Date: 1210712000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Deac: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: SLAB BUILDING 912B, 15'N & 45~V OF NE CORNER OF SLAB Date Placed: 11/30/00 Plant Number: 7-3000 Time Placed: 7:30 AM Delivery Ticket No.: 7095660 Slump (ASTM C-143): 5 Made By:. ALPHA Air Content: N/A Air Temperature: 47 Cured Specification: ASTM C-31 Specimen Temperature: 60 Date Received: 12/1100 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: DODSON, RICHARD Mix Data Submitted By: LATTOMORE CYLINDER COMPRESSION TEST RESUL TS Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Tested:. (Dey~): Length Width Diameter Sq. In. Load: PSI: 21 LAB C-1231 12/7/00 7 12 N/A 6 28.27 75485 2670 22 LAB 12/28/00 28 12 N/A 6 28.27 0 23 LAB 12/28/00 28 12 NIA 6 28.27 0 24 LAB HOLD HOLD 12 N/A 6 28.27 0 : Specifications: .... 28 3000 i, Results to Date: N/A Notes: Respectfully Submitted By: of Alpha Testing, Inc. ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 -.p t°e"or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-35 ATTN: KELLER WEBSTER Issue Date: 12/0712000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS RELD DA TA Placement Location: SLAB BUILDING 912B, 27'N & 15'E OF SW CORNER OF SLAB Date Placed: 11/30/00 Plant Number: 7-3000 Time Placed: 8:20 AM Delivery Ticket No.: 7095667 Slump (ASTM C-143): 3.75 Made By: ALPHA Air Content: N/A Air Temperature: 49 Cured Specification: ASTM C-31 Specimen Temperature: 62 Date Received: 12/1/00 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: DODSON, RICHARD 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: 25 LAB C-1231 12/7/00 7 12 N/A 6 28.27 55087 1940 26 LAB 12/28/00 28 12 N/A 6 28.27 0 27 LAB 12/28/00 28 12 N/A 6 28.27 0 28 LAB HOLD HOLD 12 N/A 6 28.27 0 Specifications: __ 28 3000 I Results to Date: N/A I Notes: ~ Respectfully Submitted By: ~='~ of Alpha Tesling, Inc. ~ ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 -°e"or* (972) 620-8911 Teated For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-41 ATTN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Deac: STONELEIGH {~ RIVERCHASE COPPELL, TEXAS FIELD DATA Placement Location: BUILDING 202 SLAB, 12'S & 12'N OF NE CORNER OF SLAB Date Placed: 11/22/00 Plant Number: 7-3000 Time Placed: 11:50 AM Delivery Ticket No.: 7095438 Slump (ASTM C-143): 4 Made By: ALPHA Air Content: N/A Air Temperature: 51 Cured Specification: ASTM C-31 Specimen Temperature: 63 Date Received: 12/4/00 Delivery Method: PICKED UP BY ALPHA Field Date Submitted By: DODSON, RICHARD Mix Date Submitted By: LMC CYLINDER COMPRESSION TEST RESUL TS Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Tested: (Daya): Length Width Diameter Sq. In. Load: PSh 37 LAB C-1231 12/6/00 14 12 N/A 6 28.27 84227 2970 38 LAB 12/20/00 28 12 N/A 6 28.27 0 39 LAB 12/20/00 28 12 N/A 6 28.27 0 40 LAB HOLD HOLD 12 N/A 6 28.27 0 ! Specifications: 28 3000 I Results to Date.:- .......... N/A I Notes: Respecffull~'St~'~i~'~:~-I~: ~ S of Alpha Testing, Inc. ALPHATESTIK , INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 -°e"or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-42 ATTN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Deac: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS HELD DA TA Placement Location: BUILDING ~r202 SLAB, 20'N & 60~N OF SE CORNER OF SLAB Date Placed: 11/22/00 Plant Number: 7-3000 Time Placed: 2:20 PM Delivery Ticket No.: 7095465 Slump (ASTM C.143): 4.75 Made By: ALPHA Air Content: NIA Air Temperature: 54 Cured Specification: ASTM C-31 Specimen Temperature: 67 Date Received: 12/4/00 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: DODSON, RICHARD Mix Oeta Submitted By: LMC CYLINDER COMPRESSION TEST RESULTS Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Tested: (Daya): Length Width Diameter Sq. In. Load: PSI: 41 LAB C-1231 12/6/00 14 12 N/A 6 28.27 90135 3180 42 LAB 12/20/00 28 12 NIA 6 28.27 0 43 LAB 12/20/00 28 12 N/A 6 28,27 0 44 LAB HOLD HOLD 12 N/A 6 28.27 0 ~S--peciflcations: -- 28 3000 } Results to Date: N/Al Notes: Respectfully Submitted By: ~ · of Alpha Testing. Inc. ^ PH^ XESX na, nc. Concrete Compression Test 2209 Wisconsin St., Suite ~00 ( 72) Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-43 ATTN: KELLER WEBSTER Issue Date: 12/0712000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: BUILDING ft202 SLAB, 12'N & 45I~ OF SW CORNER OF SLAB Date Placed: 11122/00 Plant Number: 7-3000 Time Placed: 3:40 PM Delivery Ticket No.: 7095477 Slump (ASTM C-143): 5 Made By: ALPHA Air Content: N/A Air Temperature: 52 Cured Specification: ASTM C-31 Specimen Temperature: 65 Date Received: 12/4/00 Delivery Method: PICKED UP BY ALPHA Field Data SubmRtad By: DODSON, RICHARD 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 Dlametar Sq. In. Load: PSI: 45 LAB C-1231 12/6/00 14 12 N/A 6 28.27 94891 3350 46 LAB 12/20/00 28 12 N/A 6 28.27 0 47 LAB 12/20/00 28 12 N/A 6 28.27 0 48 LAB HOLD HOLD 12 N/A 6 28.27 0 Specfficatlons~ 28 .................... 3000 I I, Results to Date: N/A Notes: 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: 12/07/00 DALLAS, TEXAS PROJECT: STONELEIGH (~ RIVERCHASE OUR REPORT NO: 00652-45 COPPELL, TEXAS TECHNICIAN: G.M. WEATHER: CLEAR TEMPERATURE RANGE: 40 TO 42 THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENC~_.D PROJECT SITE TO MONITOR ON-GOING WORK AND PERFORM FIELD TESTING AS REQUESTED. THE TECHNICIAN MONITORED STRESSING OF CABLES FOR CLUB HOUSE BUILDING ffi3.12B. 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. 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. 220~ Wisconsin St., Suite !00 POST TENSIONING Dollos. Texos 7622~ 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-45A ADDRESS: COPPELL, TEXAS DATE: 12/07100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING 9.12B TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 1 S-16 1.13 1.13 0.00 1.13 7641 -0.44% 1/2 2 S-48 3.63 3.94 0.00 3.94 7641 8.47% 1/2 3 S-48 3.63 3.81 0.00 3.81 7641 5.03% 1/2 4 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 5 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 6 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 7 S-107 8.25 8.88 0.00 8.88 7641 7.58% 1/2 8 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 9 S-107 8.25 9.00 0.00 9.00 7641 9.09% 1/2 10 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 11 S-110 8.50 9.00 0.00 9.00 7641 5.88% 1/2 12 S-110 8.50 9.00 0.00 9.00 7641 5.88% 1/2 13 BS-111 8.50 9.00 0.00 9.00 7641 5.88% 1/2 14 S-110 8.50 9.13 0.00 9.13 7641 7.35% 1/2 15 S-110 8.50 9.00 0.00 9.00 7641 5.88% 1/2 16 $-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 17 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 18 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 19 $-107 8.25 8.88 0.00 8.88 7641 7.58% 1/2 20 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 21 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 22 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 23 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 24 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 25 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 26 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 27 BS-48 3.63 4.00 0.00 4.00 7641 10.19% REMARKS: Specifications: -7% to +12% Difference Allowed GAUGE # 400A RAM NO: 400 Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. =2o wi, s ,,te oo POST TENSIONING DO#OS, Texos 75229 972/620-8911 - 972/2~937 (Metro) F~: 972/4~23 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-45B ADDRESS: COPPELL, TEXAS DATE: 12/07100 CUENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING 9.12B TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 28 S-47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 29 S-47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 30 BS-48 3.63 3.81 0.00 3.81 7641 5.03% 1/2 31 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 32 S-47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 33 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 34 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 35 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 36 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 37 S-47 3.50 3.50 0.00 3.50 7641 0.00% . 1/2 38 S-66 5.00 5.25 0.00 5.25 7641 5.00% 1/2 39 S-64 4.88 DOES NOT EXIST 1/2 40 S-60 4.50 4.81 0.00 4.81 7641 6.94% 1/2 41 BS-61 4.63 5.00 0.00 5.00 7641 7.99% 1/2 42 S-60 4.50 5.00 0.00 5.00 7641 11.11% 1/2 43 S-60 4.50 5.00 0.00 5.00 7641 11.11% 1/2 44 BS-61 4.63 5.00 0.00 5.00 7641 7.99% 1/2 45 S-63 4.75 5.13 0.00 5.13 7641 7.89% 1/2 46 BS-64 4.88 5.13 0.00 5.13 7641 5.13% .1/2 47 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 48 BS-64 4.88 4.94 0.00 4.94 7641 1.18% 1/2 49 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 50 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 51 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 52 BS-64 4.88 5.13 0.00 5.13 7641 5.02% 1/2 53 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 54 S-63 4.75 5.19 0.00 5.19 7641 9.21% REMARKS: Specifications: -7% to +12% Difference Allowed CAL. DATE: 10/17/00 ~ubm_itted GAUGE # 400A PUMP # 5386 RAM NO: 400 ALPHA TESTING, INC. Geotechnical Engineedng · Construction Materials Testing · Environmental Engineering · ConsulUng ALPHA TESTIN( , INC. 2209 Wisconsin St., Suite I00 POST TENSIONING DolIOS, Toxos 972/620-8911 - 972/2~937 (Metro,) F~: 972/~23 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-45C ADDRESS: COPPELL. TEXAS DATE: 12/07100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING 9.12B TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 55 S-48 3.63 4.00 0.00 4.00 7641 10.34% 1/2 56 S-48 3.63 4.00 0.00 4.00 7641 10.34% 1/2 57 S-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 58 BS-49 3.75 4.06 0.00 4.06 7641 8.33% 1/2 59 BS-30 2.25 2.25 0.00 2.25 7641 0.00% 1/2 60 S-29 2.13 2.13 0.00 2.13 7641 0.00% REMARKS: Specifications: -7% to +12% Difference Allowed CAL. DATE: 10117/00 Respe~e,~ctf,~i~y~,,S u,lubmitted GAUGE # 4O0A PUMP # 5386 RAM NO: 400 /~PHA TESTING. INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite ~00 Dallas, Texas 75229 -°e"or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-30 ATTN: KELLER WEBSTER Issue Date: 12/0712000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DATA Placement Location: SLAB BUILDING #3, 20~N & 15'N OF SE CORNER Date Placed: 11/29/00 Plant Number: 3-3000 Time Placed: 7:40 AM Delivery Ticket No.: 3116568 Slump (ASTM C-143): 4.5 Made By: ALPHA Air Content: N/A (ASTM C-173) Air Temperature: 47 Cured Specification: ASTM C-31 Specimen Temperature: 51 Date Received: 11/30/00 Delivery Method: PICKED UP BY ALPHA Field Date Submitted By: MYERS, GARY D 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: 5 LAB C-1231 12/6100 7 12 N/A 6 28.27 90055 3180 6 LAB 12/27/00 28 12 N/A 6 28.27 0 7 LAB 12/27/00 28 12 N/A 6 28.27 0 8 LAB HOLD HOLD 12 NIA 6 28.27 0 i Specifications: 28 3000 I I Results to Date: N/A Notes: I Respectfully Submitted By: ' ' '~'"'""~ ........................................................................................ ~ Alpha Testing, Inc. ALPHA TESTING, INC. Concrete Test 2209 Wisconsin St., Suite 10 ompress.on Dallas, Texas 75229 '" t' De"or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-34 ATTN: KELLER WEBSTER Issua Data: 12/0712000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Dssc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: SLAB BUILDING 912B, 15'N & 45'W OF NE CORNER OF SLAB Date Placed: 11/30/00 Plant Number: 7-3000 Time Placed: 7:30 AM Dellvary Ticket No.: 7095660 Slump (ASTM C-143): 5 Made By: ALPHA Air Content: N/A Air Temperature: 47 Cured Specification: ASTM C-31 Specimen Tamperatura: 60 Date Received: 12/1100 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: DODSON, RICHARD Mix Data Submlttsd By: LATTOMORE CYLINDER COMPRESSION TEST RESUL TS Lab Cum Cap Date Age Avg. Avg. Avg Dapth/ Area: Max No.: Type: Spac: Tested: (Days): Langth Width Diameter Sq. In. Load: PSI: 21 LAB C-1231 12/7/00 7 12 N/A 6 28.27 75485 2670 22 LAB 12/28/00 28 12 NIA 6 28.27 0 23 LAB 12/28/00 28 12 N/A 6 28.27 0 24 LAB HOLD HOLD 12 N/A 6 28.27 0 Results to Date: N/A Notes: Respectfully Submitted By: of Alpha Testing, Inc. ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 "P -°e"or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-35 ATTN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS RELD DA TA Placement Location: SLAB BUILDING 912B, 27'N & 15'E OF SW CORNER OF SLAB Date Placed: 11130/00 Plant Number: 7-3000 Time Placed: 8:20 AM Delivew Ticket No.: 7095667 Slump (ASTM C-143): 3.75 Made By: ALPHA Air Content: N/A Air Temperature: 49 Cured Specification: ASTM C-31 Specimen Temperature: 62 Date Received: 12/1100 Delivew Method: PICKED UP BY ALPHA Field Data Submittsd By: DODSON, RICHARD 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: 25 LAB C-1231 12/7/00 7 12 N/A 6 28.27 55087 1940 26 LAB 12/28/00 28 12 N/A 6 28.27 0 27 LAB 12/28/00 28 12 N/A 6 28.27 0 28 LAB HOLD HOLD 12 N/A 6 28.27 0 Specifications: 28 3000 Results to Date: N/A Notes: ALPHA TESTINto, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 '-r -°e"or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-41 ATTN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DATA Placement Location: BUILDING 202 SLAB, 12'S & 12'N OF NE CORNER OF SLAB Date Placed: 11/22/00 Plant Number: 7-3000 Time Placed: 11:50 AM Delivery Ticket No.: 7095438 Slump (ASTM C-143): 4 Made By: ALPHA Air Content: N/A Air Temperature: 51 Cured Specification: ASTM C-31 Specimen Temperature: 63 Date Received: 12/4/00 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: DODSON, RICHARD 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: 37 LAB C-1231 12/6/00 14 12 N/A 6 28.27 84227 2970 38 LAB 12/20/00 28 12 N/A 6 28.27 0 39 LAB 12/20/00 28 12 N/A 6 28.27 0 40 LAB HOLD HOLD 12 N/A 6 28.27 0 i Specificetiona: 28 3000 , Results to Date: N/A Notes: Respectfully Submitted By: ~ '--:> of AJpha Testing, Inc. I I ALPHA TESTINg, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 -°e"or, (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-42 ATTN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: BUILDING #202 SLAB, 20'N & 60~/V OF SE CORNER OF SLAB Date Placed: 11/22/00 Plant Number: 7-3000 Time Placed: 2:20 PM Delivery Ticket No.: 7095465 Slump (ASTM C-143): 4.75 Made By: ALPHA Air Content: N/A Air Temperature: 54 Cured Specification: ASTM C-31 Specimen Temperature: 67 Date Received: 12/4100 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: DODSON, RICHARD 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: 41 LAB C-1231 12/6/00 14 12 N/A 6 28.27 g0135 3180 42 LAB 12/20/00 28 12 N/A 6 28.27 0 43 LAB 12/20/00 28 12 N/A 6 28.27 0 44 LAB HOLD HOLD 12 N/A 6 28.27 0 [ Specifications: _ __28 3000 . Results to Date: AEA Notes: ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 e.,o.., (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-43 A'I-I'N: KELLER WEBSTER Issue Date: 12/0712000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL. TEXAS FIELD DA TA Placement Location: BUILDING #202 SLAB. 12'N & 45'E OF SW CORNER OF SLAB Date Placed: 11/22/00 Plant Number: 7-3000 Time Placed: 3:40 PM Delivery Ticket No.: 7095477 Slump (ASTM C-143): 5 Made By: ALPHA Air Content: N/A Air Temperature: 52 Cured Specification: ASTM C-31 Specimen Temperature: 65 Date Received: 12/4/00 Delivery Method: PICKED UP BY ALPHA Field Data Submittad By: DODSON, RICHARD 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: 45 LAB C-1231 12/6/00 14 12 N/A 6 28.27 94891 3350 46 LAB 12/20/00 28 12 N/A 6 28.27 0 47 LAB 12/20100 28 12 N/A 6 28.27 0 48 LAB HOLD HOLD 12 N/A 6 28.27 0 ; Specifications: 28 3000 · Results to Date: N/A Notes: Respectfully Submitted By: ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dollas, Texas 75229 972/620-8911- 972/263-4937 (Metro) DAILY FIELD REPORT FAX: 972/406-8023 TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 12/07/00 DALLAS, TEXAS PROJECT: STONELEIGH (~ RIVERCHASE OUR REPORT NO: 00652-45 COPPELL, TEXAS TECHNICIAN: G.M. WEATHER: CLEAR TEMPERATURE RANGE: 40 TO 42 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 CLUB HOUSE BUILDING #9.12B. 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. 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. 2209 Wisconsin St., Suite !00 POST TENSIONING patios, Texas 75229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-45A ADDRESS: COPPELL, TEXAS DATE: 12107100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING 9.12B TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 1 S-16 1.13 1.13 0.00 1.13 7641 -0.44% 1/2 2 S-48 3.63 3.94 0.00 3.94 7641 8.47% 1/2 3 S-48 3.63 3.81 0.00 3.81 7641 5.03% 1/2 4 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 5 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 6 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 7 S-107 8.25 8.88 0.00 8.88 7641 7.58% 1/2 8 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 9 S-107 8.25 9.00 0.00 9.00 7641 9.09% 1/2 10 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 11 S-110 8.50 9.00 0.00 9.00 7641 5.88% 1/2 12 S-110 8.50 9.00 0.00 9.00 7641 5:88% 1/2 13 BS-111 8.50 9.00 0.00 9.00 7641 5.88% 1/2 14 S-110 8.50 9.13 0.00 9.13 7641 7.35% 1/2 15 S-110 8.50 9.00 0.00 9.00 7641 5.88% 1/2 16 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 17 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 18 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 19 S-107 8.25 8.88 0.00 8.88 7641 7.58% 1/2 20 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 21 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 22 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 23 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 24 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 25 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 26 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 27 BS-48 3.63 4.00 0.00 4.00 7641 10.19% REMARKS: Specifications: -7% to +12% Difference Allowed RAM NO: 400 ALPHA TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. s te POST TENSIONING DolIos, Texos 7522~ 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-45B ADDRESS: COPPELL, TEXAS DATE: 12/07/00 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING 9.12B TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONC~TION ELONC-~TION % (+-) 1/2 28 S-47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 29 S-47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 30 BS-48 3.63 3.81 0.00 3.81 7641 5.03% 1/2 31 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 32 S-47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 33 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 34 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 35 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 36 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 37 S-47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 38 S-66 5.00 5.25 0.00 5.25 7641 5.00% 1/2 39 S-64 4.88 DOES NOT EXIST 1/2 40 S-60 4.50 4.81 0.00 4.81 7641 6.94% 1/2 41 BS-61 4.63 5.00 0.00 5.00 7641 7.99% 1/2 42 S-60 4.50 5.00 0.00 5.00 7641 11.11% 1/2 43 S-60 4.50 5.00 0.00 5.00 7641 11.11% 1/2 44 BS-61 4.63 5.00 0.00 5.00 7641 7.99% 1/2 45 S-63 4.75 5.13 0.00 5.13 7641 7.89% 1/2 46 BS-64 4.88 5.13 0.00 5.13 7641 5.13% 1/2 47 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 48 BS-64 4.88 4.94 0.00 4.94 7641 1.18% 1/2 49 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 50 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 51 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 52 BS-64 4.88 5.13 0.00 5.13 7641 5.02% 1/2 53 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 54 S-63 4.75 5.19 0.00 5.19 7641 9.21% REMARKS: Specifications: -7% to +12% Difference Allowed CAL. DATE: 10117100 ~ubm_itted GAUGE # 400A PUMP # 5386 RAM NO: 400 ALPHA TESTING. INC. Geotechnical Engineering · ConstrucSon Materials Testing · Environmental Engineering · Consuffing ALPHA TESTING, INC. 220~ Wi, cor~ S~., S,,,te ~00 POST TENSIONING Do#os, Texos 70229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652~5C ADDRESS: COPPELL, TEXAS DATE: 12/07100 CUENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING 9.12B TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 55 S-48 3.63 4.00 0.00 4.00 7641 10.34% 1/2 56 S-48 3.63 4.00 0.00 4.00 7641 10,34% 1/2 57 S-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 58 BS-49 3.75 4.06 0.00 4.06 7641 8.33% 1/2 59 BS-30 2.25 2.25 0.00 2.25 7641 0.00% 1/2 60 S-29 2.13 2.13 0.00 2.13 7641 0.00% REMARKS: Specifications: -7% to +12% Difference Allowed PUMpGAUGECAL' DATE:# # 5386400A10/17100 ,/Respe~ubmitted~~,~ RAM NO: 400 A TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 De-or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-29 ATTN: KELLER WEBSTER Issue Date: 17J07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL! TEXAS FIELD DA TA Placement Location: SALB BUILDING #3, 10'S & 10'E OF I;IW CORNER Date Placed: 11/29/00 Plant Number: 3-3000 Time Placed: 6:45 AM Delivery Ticket No.: 3116539 Slump (ASTM C-143): 4.75 Made By: ALPHA Air Content: N/A Air Temperature: 43 Cured Specificetlon: ASTM C-31 Specimen Temperature: 51 Date Received: 11130100 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By': MYERS, GARY D Mb( Data Submitted By: LMC CYLINDER COIJPRE$$10N TEST RESUL TS Lab Cure Cap Date ~ Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Te~ted: ~Dalfe): Length Width Diameter Sq. In. Load: PSI: 1 LAB C-1231 12/6/00 7 12 N/A 6 28.27 84560 2990 2 LAB 12/27/00 28 12 N/A 6 28.27 0 3 LAB 12/27/00 28 12 N/A 6 28.27 0 4 LAB HOLD HOLD 12 N/A 6 28.27 0 Specifications: 28 3000 [ Resull~ to Date: N/A Notes: v2 ~ of Al~.~a Testing, I¢~.. ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite ~ 00 Dallas, Texas 75229 '-l- · i) e"or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-30 ATI'N: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH {~ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: SLAB BUILDING #3, 20~/V & 15'N OF SE CORNER Date Placed: 11/29/00 Plant Number: 3-3000 Time Placed: 7:40 AM Dellvew Ticket No.: 3116568 Slump (ASTM C-t43): 4.5 Made By: ALPHA Air Content: NIA (ASTM C-173) Cured Specification: ASTM C-31 Air Temperature: 47 Specimen Temperature: 51 Date Recelvod: 11130/00 Delive~ Method: PICKED UP BY ALPHA Field Date Submitted By: MYERS, GARY D 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: 5 LAB C-1231 12/6/00 7 12 N/A 6 28.27 90055 3180 6 LAB 12/27/00 28 12 N/A 6 28.27 0 7 LAB 12/27/00 28 12 N/A 6 28.27 0 8 LAB HOLD HOLD 12 N/A 6 28.27 0 ; Specifications: 28 3000 I ~ Results to Date: N/A Notes: ALPHA TESTING, INC. Concrete Test 2209 Wisconsin St., Suite 10 ompress on Dallas, Texas 75229 De-or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-34 ATTN: KELLER WEBSTER Issue Date: 12/0712000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Deec: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: SLAB BUILDING 912B, 15'N & 45~V OF NE CORNER OF SLAB Date Placed: 11/30/00 Plant Number: 7-3000 Time Placed: 7:30 AM Delivery Ticket No.: 7095660 Slump (ASTM C-143): 5 Mede B~. ALPHA Air Content: NIA Air Temperature: 47 Cured Specification: ASTM C-31 Specimen Temperature: 60 Date Received: 12/1100 Delivery Method: PICKED UP BY ALPHA Field Date Submitted By: DODSON, RICHARD Mix Date Submitted By: LATTOMORE 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: 21 LAB C-1231 12/7/00 7 12 N/A 6 28.27 75485 2670 22 LAB 12/28/00 28 12 N/A 6 28.27 0 23 LAB 12/28/00 28 12 N/A 6 28.27 0 24 LAB HOLD HOLD 12 N/A 6 28.27 0 Specifications: 28 I : Results to Date: N/A Notes: ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 -"e"or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-35 A'I'TN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH I~ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: SLAB BUILDING 912B, 27'N & 15'E OF SW CORNER OF SLAB Date Placed: 11/30/00 Plant Number: 7-3000 Time Placed: 8:20 AM Delivery Ticket No.: 7095667 Slump (ASTM C-143): 3.75 Made By: ALPHA Air Content: N/A Air Temperature: 49 Cured Specification: ASTM C-31 Specimen Temperature: 62 Date Received: 12/1/00 Delivery Method: PICKED UP BY ALPHA Field Date Submitted By: DODSON, RICHARD 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. Lead: PSI: 25 LAB C-1231 12/7100 7 12 N/A 6 28.27 55087 1940 26 LAB 12/28/00 28 12 N/A 6 28.27 0 27 LAB 12/28/00 28 12 N/A 6 28.27 0 28 LAB HOLD HOLD 12 NIA 6 28.27 0 Specifications: ........ 28 ........... 3000 I Results to Date: N/A I Notes: ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 - e"or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-41 A'I-I'N: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Deac: STONELEIGH I~ RIVERCHASE COPPELL, TEXAS RELD DA TA Placement Location: BUILDING 202 SLAB, 12'S & 12'N OF NE CORNER OF SLAB Date Placed: 11/22/00 Plant Number: 7-3000 Time Placed: 11:50 AM DeliveW Ticket No.: 7095438 Slump (ASTM C-t43): 4 Mede By: ALPHA Air Content: N/A Air Temperature: 51 Cured Specification: ASTM C-31 Specimen Temperature: 63 Date Received: 12/4100 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: DODSON, RICHARD Mix Data Submlttod By: LMC CYLINDER COMPRESSION TEST RESUL TS Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Te~ted: (Days): Length Width Diameter Sq. In. Load: PSI: 37 LAB C-1231 12/6/00 14 12 N/A 6 28.27 84227 2970 38 LAB 12/20/00 28 12 N/A 6 28.27 0 39 LAB 12/20/00 28 12 N/A 6 28.27 0 40 LAB HOLD HOLD 12 N/A 6 28.27 0 Specifications: 28 3000 ' Results to Date: N/A Notes: Respectfully Submiffed By: ~----,---- ,~._n!,'.i,:=l':.~;' ,:~J~~ ALPHA TESTII~, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 -°e"or, (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-42 ATTN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DATA Placement Location: BUILDING f~202 SLAB, 20'N & 60~N OF SE CORNER OF SLAB Data Placed: 11122/00 Plant Number: 7-3000 Tima Placed: 2:20 PM Delivery Ticket No.: 7095465 Slump {ASTM C-143): 4.75 Made By: ALPHA Air Content: NIA Air Temperature: 54 Cured Specification: ASTM C-31 Specimen Temperature: 67 Date Received: 12/4100 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: DODSON, RICHARD 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: 41 LAB C-1231 12/6/00 14 12 NIA 6 28.27 90135 3180 42 LAB 12/20/00 28 12 N/A 6 28.27 0 43 LAB 12/20/00 28 12 N/A 6 28.27 0 44 LAB HOLD HOLD 12 N/A 6 28.27 0 ! Specifications: 28 3000 · Results to Date: N/A Notes: Respectfully Submitted By: ~ ~ · of Alpha Testing, Inc. ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 -°e"or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-29 ATTN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: SALB BUILDING #3, 10'S & 10'E OF NW CORNER Date Placed: 11129100 Plant Number: 3-3000 Time Placed: 6:45 AM Delivery Ticket No.: 3116539 Slump (ASTM C-143): 4.75 Made By: ALPHA Air Content: N/A Air Temperature: 43 Cured Specification: ASTM C-31 Specimen Temperature: 51 Date Recalved: 11/30/00 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: MYERS, GARY D 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 Dlamater Sq. In. Load: PSI: I LAB C-1231 12/6/00 7 12 NIA 6 28.27 84560 2990 2 LAB 12/27/00 28 12 N/A 6 28.27 0 3 LAB 12/27/00 28 12 N/A 6 28.27 0 4 LAB HOLD HOLD 12 N/A 6 28.27 0 ! Specifications: 28 3000 : Results to Date: N/A Notes: Respectfully Submitted By: ~' ~ .................................. of Alpha Testing, Inc. I ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 -°e"or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-30 ATTN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project DSSc: STONELEIGH {~ RIVERCHASE COPPELL, TEXAS RELD DA TA Placement Location: SLAB BUILDING #3, 20~/& 15'N OF SE CORNER Date Placed: 11/29/00 Plant Number: 3-3000 Time Placed: 7:40 AM Delivery Tlckat No.: 3116568 Slump (ASTM C-143): 4.5 Made By: ALPHA Air Content: N/A (ASTM C-173) Air Temperature: 47 Cured Specification: ASTM C-31 Specimen Temperature: 51 Date Received: 11/30100 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: MYERS, GARY D Mix Data Submitted By: LMC CYLINDER COMPRESSION TEST RESUL TS Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max No.: Type: Spec: Tssted: (Daye): Length Width Diameter Sq. In. Load: PSh 5 LAB C-1231 12/6/00 7 12 N/A 6 28.27 90055 3180 6 LAB 12/27/00 28 12 NIA 6 28.27 0 7 LAB 12/27/00 28 12 N/A 6 28.27 0 8 LAB HOLD HOLD 12 N/A 6 28.27 0 i Specifications: 28 3000 I Results to Date: N/A Notes: Respectfully Submitted By: ,-~-~ of Alpha Testing, Inc. I ALPHA TESTING, INC.. Concrete Test 2209 Wisconsin St., Suite 10 ompress,on Dallas, Texas 75229 "t' °e"or* (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-34 Aq-I'N: KELLER WEBSTER Issue Date: 12/0712000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~} RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: SLAB BUILDING 912B, 15'N & 45'VV OF NE CORNER OF SLAB Date Placed: 11/30/00 Plant Number: 7-3000 Time Placed: 7:30 AM Delivery Ticket No.: 7095660 Slump (ASTM C-143): 5 Made By: ALPHA Air Content: NIA Air Temperature: 47 Cured Specification: ASTM C-31 Specimen Temperature: 60 Date Recalved: 12/1100 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By:. DODSON, RICHARD Mix Date Submitted By: LATTOMORE 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: 21 LAB C-1231 12/7100 7 12 N/A 6 28.27 75485 2670 22 LAB 12/28/00 28 12 N/A 6 28.27 0 23 LAB 12/28/00 28 12 NIA 6 28.27 0 24 LAB HOLD HOLD 12 NIA 6 28.27 0 Specifications: 28 3000 Results to Date: N/A Notes: ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 lienort (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-35 ATTN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DATA Placement Location: SLAB BUILDING 912B, 27'N & 15'E OF SW CORNER OF SLAB Date Placed: 11/30100 Plant Number: 7-3000 Time Placad: 8:20 AM Delivery Ticket No.: 7095667 Slump (ASTM C-143): 3.75 Made By: ALPHA Air Content: N/A Cured Specification: ASTM C-31 Air Temperature: 49 Specimen Temperature: 62 Date Received: 12/1100 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: DODSON, RICHARD 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: 25 LAB C-1231 12/7100 7 12 NIA 6 28.27 55087 1940 26 LAB 12/28/00 28 12 N/A 6 28.27 0 27 LAB 12/28/00 28 12 N/A 6 28.27 0 28 LAB HOLD HOLD 12 N/A 6 28.27 0 i Specifications: 28 3000 Results to Date: N/A Notes: Respectfully Submitted By: ~ ~ of Alpha Testing, i~."""'"~ ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 Report (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-41 Al-l'N: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: BUILDING 202 SLAB, 12'S & 12'N OF NE CORNER OF SLAB Data Placed: 11/22/00 Plant Number: 7-3000 Time Placed: 11:50 AM Delivery Ticket No.: 7095438 Slump (ASTM C-143): 4 Made By: ALPHA Air Content: N/A Air Temperature: 51 Cured Specification: ASTM C-31 Specimen Temperature: 63 Date Received: 12/4/00 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: DODSON, RICHARD 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: 37 LAB C-1231 12/6/00 14 12 N/A 6 28.27 84227 2970 38 LAB 12/20/00 28 12 NIA 6 28.27 0 39 LAB 12/20/00 28 12 N/A 6 28.27 0 40 LAB HOLD HOLD 12 N/A 6 28.27 0 i Specifications: ........... 28 3000 I Results to Date: N/A Notes: Respectfully Submilted By: ~ ---- ,:if'-1~,:P:-=[:.~; ~:_,~- ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 --r -Ue"or* (972) 620-891 ~ Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-42 ATTN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DATA Placement Location: BUILDING ~Y202 SI.AB, 20'N & 60~/V OF SE CORNER OF SLAB Date Placed: 11/22/00 Plant Number: 7-3000 Time Placed: 2:20 PM Delivery Ticket No.: 7095465 Slump (ASTM C-143): 4.75 Mede By: ALPHA Air Content: N/A Air Temperature: 54 Cured Specification: ASTM C-31 Specimen Temperature: 67 Date Received: 12/4/00 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: DODSON, RICHARD 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: 41 LAB C-1231 12/6/00 14 12 NIA 6 28.27 90135 3180 42 LAB 12/20/00 28 12 N/A 6 28.27 0 43 LAB 12/20/00 28 12 N/A 6 28.27 0 44 LAB HOLD HOLD 12 N/A 6 28.27 0 Specifications: 28 3000 ' Results to Date: N/A Notes: ! Respectfully Submitted By: ~.C~ of Alpha Testing, Inc. ~ ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite ~ 00 (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-43 A'I-rN: KELLER WEBSTER Issue Date: 12/0712000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ~ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: BUILDING fl202 SLAB, 12'N & 45'E OF SW CORNER OF SLAB Date Placed: 11/22/00 Plant Number: 7-3000 Time Placed: 3:40 PM Delivery Ticket No.: 7095477 Slump (ASTM C-143): 5 Made By: ALPHA Air Content: N/A Cured Specification: ASTM C-31 Air Temperature: 52 Specimen Temperature: 65 Date Received: 12/4100 Delivery Method: PICKED UP BY ALPHA Field Data Submlttsd By: DODSON, RICHARD 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: 45 LAB C-1231 12/6100 14 12 N/A 6 28.27 94891 3350 46 LAB 12/20/00 28 12 N/A 6 28.27 0 47 LAB 12/20/00 28 12 N/A 6 28.27 0 48 LAB HOLD HOLD 12 N/A 6 28.27 0 i S~ciflcatior~: ........................ :'8 .... 3000 ; Results to Date: N/A Notes: Respectfully Submitted By: ~-"~ of Alpha TeslJng, Inc. ! 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: 12/07/00 DALLAS, TEXAS PROJECT: STONELEIGH {:~ RIVERCHASE OUR REPORT NO: 00652-45 COPPELL, TEXAS TECHNICIAN: G.M. WEATHER: CLEAR TEMPERATURE RANGE: 40 TO 42 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 CLUB HOUSE BUILDING #9.12B. 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. 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. 2209 Wisconsin St,, Suite !00 POST TENSIONING D~311as, Texas 7~229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-45A ADDRESS: COPPELL, TEXAS DATE: 12107100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING 9.12B TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE · ELONGATION ELONGATION % (+-) 1/2 I S-16 1.13 1.13 0.00 1.13 7641 -0.44% 1/2 2 S-48 3.63 3.94 0.00 3.94 7641 8.47% 1/2 3 S-48 3.63 3.81 0.00 3.81 7641 5.03% 1/2 4 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 5 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 6 B$-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 7 S-107 8.25 8.88 0.00 8.88 7641 7.58% 1/2 8 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 9 S-107 8.25 9.00 0.00 9.00 7641 9.09% 1/2 10 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 11 S-110 8.50 9.00 0.00 9.00 7641 5.88% 1/2 12 S-110 8.50 9.00 0.00 9.00 7641 5.88% 1/2 13 BS-111 8.50 9.00 0.00 9.00 7641 5.88% 1/2 14 S-110 8.50 9.13 0.00 9.13 7641 7.35% 1/2 15 S-110 8.50 9.00 0.00 9.00 7641 5.88% 1/2 16 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 17 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 18 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 19 $-107 8.25 8.88 0.00 8.88 7641 7.58% 1/2 20 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 21 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 22 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 23 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 24 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 25 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 26 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 27 BS-48 3.63 4.00 0.00 4.00 7641 10.19% REMARKS: Specifications: -7% to +12% Difference Allowed RAM NO: 400 ALPHA TESTING, INC. Geotechnical Engineedng · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 220 wisoo , s ,#e 00 POST TENSIONING Dollos. Texos 7522~ 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-45B ADDRESS: COPPELL, TEXAS DATE: 12/07100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING 9.12B TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 28 S-47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 29 S-47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 30 BS-48 3.63 3.81 0.00 3.81 7641 5.03% 1/2 31 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 32 S-47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 33 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 34 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 35 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 36 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 37 S-47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 38 S-66 5.00 5.25 0.00 5.25 7641 5.00% 1/2 39 S-64 4.88 DOES NOT EXIST 1/2 40 S-60 4.50 4.81 0.00 4.81 7641 6.94% 1/2 41 BS-61 4.63 5.00 0.00 5.00 7641 7.99% 1/2 42 S-60 4.50 5.00 0.00 5.00 7641 11.11% 1/2 43 S-60 4.50 5.00 0.00 5.00 7641 11.11% 1/2 44 BS-61 4.63 5.00 0.00 5.00 7641 7.99% 1/2 45 S-63 4.75 5.13 0.00 5.13 7641 7.89% 1/2 46 BS-64 4.88 5.13 0.00 5.13 7641 5.13% 1/2 47 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 48 BS-64 4.88 4.94 0.00 4.94 7641 1.18% 1/2 49 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 50 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 51 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 52 BS-64 4.88 5.13 0.00 5.13 7641 5.02% 1/2. 53 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 54 S-63 4.75 5.19 0.00 5.19 7641 9.21% REMARKS: Specifications: -7% to +12% Difference Allowed CAL. DATE: 10/1W00 ~ubm?tted GAUGE # 400A PUMP # 5386 RAM NO: 400 ALPHA TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 220~ W~or~,~ s~., s~to ~oo POST TENSIONING DoIIOS, Texos 7',5229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-45C ADDRESS: COPPELL, TEXAS DATE: 12/07100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING 9.12B TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 55 S-48 3.63 4.00 0.00 4.00 7641 10.34% 1/2 56 S-48 3.63 4.00 0.00 4.00 7641 10~34% 1/2 57 S-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 58 BS-49 3.75 4.06 0.00 4.06 7641 8.33% 1/2 59 BS-30 2.25 2.25 0.00 2.25 7641 0.00% 1/2 60 S-29 2.13 2.13 0.00 2.13 7641 0.00% REMARKS: Specifications: -7% to +12% Difference Allowed CAL. DATE: 10117/00 ,,, RespeCt_ ~Submitted GAUGE # 400A PUMP # 5386 RAM NO: 400 A TESTING. INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. Concrete Compression Test 2209 Wisconsin St., Suite ~00 Dallas, Texas 75229 geno (972) 620-8911 Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-43 ATTN: KELLER WEBSTER Issue Date: 12/07/2000 10950 ALDER CIRCLE DALLAS, TX 75238 Fax Number: (214) 340-9100 Project Desc: STONELEIGH ¢~ RIVERCHASE COPPELL, TEXAS FIELD DA TA Placement Location: BUILDING #202 SLAB, 12'N & 45'E OF SW CORNER OF SLAB Date Placed: 11122/00 Plant Number: 7-3000 Time Placed: 3:40 PM Delivery Ticket No.: 7095477 Slump (ASTM C-143): 5 Made By: ALPHA Air Content: N/A Cured Specification: ASTM C-31 Air Temperature: 52 Specimen Temperature: 65 Date Received: 12/4100 Delivery Method: PICKED UP BY ALPHA Field Data Submitted By: DODSON, RICHARD 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: 45 LAB C-1231 12/6100 14 12 N/A 6 28.27 94891 3350 46 LAB 12/20/00 28 12 N/A 6 28.27 0 47 LAB 12/20/00 28 12 N/A 6 28.27 0 48 LAB HOLD HOLD 12 N/A 6 28.27 0 Specifications! ......... 28 3000 Results to Date: N/A Notes: 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: 12/07/00 DALLAS, TEXAS PROJECT: STONELEIGH (~ RIVERCHASE OUR REPORT NO: 00652-45 COPPELL, TEXAS TECHNICIAN: G.M. WEATHER: CLEAR TEMPERATURE RANGE: 40 TO 42 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 CLUB HOUSE BUILDING ~3.12B. 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. 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. 2209 Wisconsin St., Suite I00 POST TENSIONING Dollos, Texos 70229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGH AT RIVERCHASE JOB NUMBER: 00652-45A ADDRESS: COPPELL, TEXAS DATE: 12107100 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING 9.12B TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 I S-16 1.13 1.13 0.00 1.13 7641 -0.44% 1/2 2 S-48 3.63 3.94 0.00 3.94 7641 8.47% 1/2 3 S-48 3.63 3.81 0.00 3.81 7641 5.03% 1/2 4 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 5 S-63 4.75 5.00 0.00 5.00 7641 5.26% 1/2 6 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 7 S-107 8.25 8.88 0.00 8.88 7641 7.58% 1/2 8 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 9 S-107 8.25 9.00 0.00 9.00 7641 9.09% 1/2 10 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 11 S-110 8.50 9.00 0.00 9.00 7641 5.88% 1/2 12 S-110 8.50 9.00 0.00 9.00 7641 5.88% 1/2 13 BS-111 8.50 9.00 0.00 9.00 7641 5.88% 1/2 14 S-110 8.50 9.13 0.00 9.13 7641 7.35% 1/2 15 S-110 8.50 9.00 0.00 9.00 7641 5.88% 1/2 16 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 17 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 18 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 19 $-107 8.25 8.88 0.00 8.88 7641 7.58% 1/2 20 BS-108 8.25 8.75 0.00 8.75 7641 6.06% 1/2 21 S-107 8.25 8.75 0.00 8.75 7641 6.06% 1/2 22 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 23 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 24 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 25 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 26 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 27 BS-48 3.63 4.00 0.00 4.00 7641 10.19% REMARKS: Specifications: -7% to +12% Difference Allowed RAM NO: 400 , INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 220 wisco , s, te POST TENSIONING DoIIos, Texas 7,~229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-45B ADDRESS: COPPELL, TEXAS DATE: 12107/00 CLIENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: BUILDING 9.12B TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 28 S--47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 29 S-47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 30 BS-48 3.63 3.81 0.00 3.81 7641 5.03% 1/2 31 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 32 S-47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 33 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 34 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 35 S-47 3.50 3.56 0.00 3.56 7641 1.79% 1/2 36 BS-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 37 S-47 3.50 3.50 0.00 3.50 7641 0.00% 1/2 38 S-66 5.00 5.25 0.00 5.25 7641 5.00% 1/2 39 S-64 4.88 DOES NOT EXIST 1/2 40 S-60 4.50 4.81 0.00 4.81 7641 6.94% 1/2 41 BS-61 4.63 5.00 0.00 5.00 7641 7.99% 1/2 42 S-60 4.50 5.00 0.00 5.00 7641 11.11% 1/2 43 S-60 4.50 5.00 0.00 5.00 7641 11.11% 1/2 44 BS-61 4.63 5.00 0.00 5.00 7641 7.99% 1/2 45 S-63 4.75 5.13 0.00 5.13 7641 7.89% 1/2 46 BS-64 4.88 5.13 0.00 5.13 7641 5.13% 1/2 47 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 48 BS-64 4.88 4.94 0.00 4.94 7641 1.18% 1/2 49 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 50 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 51 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 52 BS-64 4.88 5.13 0.00 5.13 7641 5.02% 1/2 53 S-63 4.75 5.19 0.00 5.19 7641 9.21% 1/2 54 S-63 4.75 5.19 0.00 5.19 7641 9.21% REMARKS: Specifications: -7% to +12% Difference Allowed CAL. DATE: 10/17100 ~ubmitted GAUGE # 400A PUMP # 5386 RAM NO: 400 ~LPHA TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTING, INC. 220~ W~or~#~ S~., S~,,te ~ 00 POST TENSIONING Dallas. Texos 76229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 PROJECT: STONELIEGHAT RIVERCHASE JOB NUMBER: 00652-45C ADDRESS: COPPELL, TEXAS DATE: 12/07100 CUENT: SPRING VALLEY CONSTRUCTION TECHNICIAN: G.M. BUILDING 9.12B TYPE NO. LOCATION DESIGN (A) (B) TOTAL PSI DIFFERENCE ELONGATION ELONGATION % (+-) 1/2 55 S-48 3.63 4.00 0.00 4.00 7641 10.34% 1/2 56 S-48 3.63 4.00 0.00 4.00 7641 10~34% 1/2 57 S-48 3.63 4.00 0.00 4.00 7641 10.19% 1/2 58 BS-49 3.75 4.06 0.00 4.06 7641 8.33% 1/2 59 BS-30 2.25 2.25 0.00 2.25 7641 0.00% 1/2 60 S-29 2.13 2.13 0.00 2.13 7641 0.00% REMARKS: Specifications: -7% to +12% Difference Allowed CAL. DATE: 10/17/00 Respe,~f~Respe ubmitted GAUGE # 400A PUMP # 5386 RAM NO: 400 ,/ALPHA TESTING. INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting