Mansions Phase 1-LR 981028 (2) · o m 24!_45*~
Rone Engineers. Inc. 1 '-'-~34 Goodnlght Lane Tei. lineers
Da,as ~o.-, ¢,'cr:.n Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-517,4
ELONGATION REPORT
Project: Mansions By The Lake Page 1 of 4
Report No: 3137-D7429-294 Sample Date: October 22, 1998
Client: Western Rim Services Report Date: October 28, 1998
Location: Building # 32 Technician: R. Loveladv
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (K:.ps,~ Pressure Elongations End (1) End {.2) Elongations Tolerance
I S- 59 East Side 33K 5700 4 5:8 4 1/2 YES
2 B-59 East Side 33K 5700 4 5:8 4 5,"8 YES
3 S-68 East Side 33K 5700 5 3;8 5 3,"8 YES
4 S-96 East Side 33K 5700 7 112 7 3/8 YES
5 S-98.6 East Side 33K 5700 7 3/4 7 3."4 YES
6 S-98.6 East Side 33K 5700 7 3.,'4 7 3i4 YES
7 B-73.6 East Side 33K 5700 5 5.,'8 6 YES
8 S-100 East Side 33K 5700 7 7.,'8 7 5i8 YES
9 S-t00 East Side 33K 5700 7 7i8 7 1/2 YES
10 S-100 East Side 33K 5700 7 %8 7 1:2 YES
11 B-73 East Side 33K 5700 5 5i8 5 3/8 YES
12 S-96 East Side 33K 5700 7 1;2 7 3;4 YES
13 S-96 East Side 33K 5700 7 ii2 7 1:4 YES
14 S-96 East Side 33K 5700 7 1:2 7 1:4 YES
15 S-96 East Side 33K 5700 7 1:2 7 1.4 YES
16 S-98.6 East Side 33K 5700 7 3.:4 7 3:4 YES
17 B-71.6 East Side 33K 5700 5 1:2 5 3:8 YES
18 S-98.6 East Side 33K 5700 7 3:4 7 3:4 YES
19 S-98.6 East Side 33K 5700 7 3;4 I 7 7;8 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 10/16/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LD.-IITATIONS: The test results presented herein were prepared based upon the specific sampies provided lbr testing. We assume no
respcnsibiiity ."or v:,:'[adon in quality (con:position, appearance, performange, etc.) or any other feature of similar subject matter pro',idcd by
persons or :onditiuns over which we have no zon!rol. Our Ic:ters and :-eporls ar,: £or the exclusive use oi" :l~e clients to ~-hom g~.ey are
addres,,,ed.
c:'..v, pv, in.reperts-D7429-29-z-9,'4'-PW October 28..'.998
Rone Engineers. Inc. ~, ~"~34 Goodnight Lane Tel. (972) 241-45~- ineers
Da.as Fo¢, Wc.? Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 2 of 4
Report No: 3137-D7429-294 Sample Date: October 22, 1998
Client: Western Rim Services Report Date: October 28, 1998
Location: Building # 32 Technician: R. Lovelady
~ Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S-98.6 East Side 33K 5700 7 3/4 7 1/2 YES
21 B-76 East Side 33K 5700 6 6 YES
22 S-12.6 North Side 33K 5700 7;8 13/16 YES
23 S-26 East Side 33K 5700 2 2 YES
24 S-26 East Side 33K 5700 2 2 YES
25 S-26 East Side 33K 5700 2 1 15/16 YES
26 B-27 West Side 33K 5700 2 1i8 2 YES
27 S-27 West Side 33K 5700 2 li8 '~ YES
28 S-46 West Side 33K 5700 3 5i8 3 3,'4 YES
29 B-27 West Side 33K 5700 .~" I,:8 '~_ YES
30 B-27 West Side 33K 5700 2 1/8 2 1/16 YES
31 B-27 West Side 33K 5700 2 1;8 2 YES
32 B-27 West Side 33K 5700 2 1:'8 '~ YES
33 S-55 South Side 33K 5700 4 Ii4 4 1.:4 YES
34 B-55 South Side 33K 5700 4 1;'4 4 1,'8 YES
35 B-65.5 West Side 33K 5700 5 1.:8 5 1;16 YES
36 S-60.6 South Side 33K 5700 4 314 4 3,'4 YES
37 S-59.6 South Side 33K 5700 4 5;8 4 3i4 YES
38 S-59.6 South Side 33K 5700 45,8 I 43,'8 YES
Equipment ID: Ram No: 940t6 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 10/16/'98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test resnlts presented herein ~-ere prepared based upon the specific samples provided for testing. We assume no
r~:pon~ii)ii[ty for ',';~:'ir, t[on in ,F.alhy ;'composite. on. ap?earanze, pert;~r[nance, etc.) or any o~her t'ea!ure of similar subject matter provided by
persons or conditions over which we have no control. Our [e;121'..i and reports are .;'or the ex~tisive .isa o[" rile .:'licnts to whom they are
addressed.
c:',x pwin'-.reports:D7429-294-98:PW October 28, 1998
Ca,as. ~o¢. worn- Da~as. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 3 of 4
Report No: 3137-D7429-294 Sample Date: October 22, 1998
Client: Western Rim Services Report Date: October 28. 1998
Location: Building # 32 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. ,,~K/ps) Pressure Elongations End (1) End ~.2) Elongations Tolerance
39 B-59.6 South Side 33K 5500 4 5.8 4 3/8 YES
40 S-59.6 South Side 33K 5500 4 5;8 4 1/2 YES
41 S-62.6 South Side 33K 5500 4 7:8 4 1/2 YES
42 S-62.9 South Side 33K 5500 4 7;8 5 YES
43 B-62.9 South Side 33K 5500 4 7.:8 4 5,"8 YES
44 S-59 South Side 33K 5500 4 5;8 4 1i2 YES
45 S-59 South Side 33K 5500 4 5;8 4 I/2 YES
46 S-6t.6 South Side 33K 5500 4 3;4 4 7i8 YES
47 B-61.6 South Side 33K 5500 4 3;4 4 7/8 YES
48 S-61.6 South Side 33K 5500 4 3:4 4 1:2 YES
49 S~59.6 South Side 33K 5500 4 5:8 4 3/4 YES
50 S-61.6 South Side 33K 5500 4 3;4 4 3/4 YES
51 S-61.6 South Side 33K 5500 4 3/4 4 3.:4 YES
52 S-59.6 South Side 33K 5500 4 5i8 4 7:8 YES
53 S-59.6 South Side 33K 5500 4 5:8 4 3:4 YES
54 S-67 South Side 33K 5500 5 li4 5 318 YES
55 B-67 South Side 33K 5500 5 Ii4 5 1;4 YES
56 S-67 South Side 33K 5500 5 1/4 5 3.'8 YES
57 S-67 South Side 33K 5500 5 l.'4 5 112 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 10/16."98
Comments:
Distribution:
(l) Mr. Richard E. Simmons; Westem Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hedge; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LLMITATIONS: The test results presented herein were prepared based upon thc specific samples provided for testing. We assume no
resp(;n-_,ibiii!y :'tlr ',arialion in quality (composition. appearance, performance, et:.) or any other feature of sin:ilar sub,.:.ect manet pro',ided by'
persons or conditions over x,~ high we have no c,mtrci. O~r ~e!ters and :'cpor:,s are fc.r the exclu~-i;,: 'as:: o:' :i~,: c~icnts to ',,,'~om they ar:
addressed.
c :':v,.p,,~ in'..repona' D7429-294-gg=.PW October 28. 1998
ineers
Rone l~nglneer,5, inc. 1 ',-o-34 Ooodnight Lane Tel. (9/2., 24 ,-4~ ..
Dallas. For: Wodt' Da~as. Texas Metro (972) 263-1555
75229 Fax (972~ 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 4 of 4
Report No: 3137-D7429-294 Sample Date: October 22, 1998
Client: Western Rim Services Report Date: October 28, 1998
Location: Building # 32 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Eiongations End (1) End (2) Elongations Tolerance
58 S-67 South Side 33K 5500 5 1/4 5 1/2 YES
59 B-67 South Side 33K 5500 5 1.'4 5 1/2 YES
60 S-67 South Side 33K 5500 5 1,"4 5 1/4 YES
61 S-67 South Side 33K 5500 5 1.'4 5 1/4 YES
62 S-59 South Side 33K 5500 4 5.8 4 112 YES
63 S-29.6 South Side 33K 5500 2 1/4 2 1/4 YES
64 B-29.6 South Side 33K 5500 2 1/4 2 1/4 YES
Equipment iD: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 10."'16/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Sen'ices
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Coppell
(1) Mr. Tony Martin; Nevqoort Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LL\IITATIONS: Tile test results presented herein v, cre prepared ba~ed upon the spe,;ific samples pro,Aded t'or testing. We assume no
respon~.biiiu' for variation in qaai:.ty (composi:i,)n. a?pear:mce, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over ~hich ',~'e have no control. ()ur letters and reports are /;.)r the excl..;six,: use o[' :h~ clients to x~nom th,:5 are
addressed.
::'wpwin'.rcports'.D7429-294-98~.PW October 28, 1998