Mansions Phase 1-LR 981123 (2) -2.al as re,: ',V::.r:'- Dallas. Texas Metro (972) 263-15,55
75229 Fax (e, 72i 241-517,;
ELONGATION REPORT
Project: Mansions Bv The Lake Page 1 of 4
Report No:
ola,-D7429-.~o6 Sarnple Date: November 18, 19, 1998
Client: Western Rim Services Report Date: November 23, 1998
Location: Building//15 Technician: R. Lovelady
# Tendal] Locatia,~ Jack Force Gauge Required Elongauons Elongations Total W~thin
No. ~ Kips) Pressure Elongations End t 1 ) End t'2~ Elongations Tolerauce
1 S-59 N Side - E ~.,) W 33K 5500 4 5:8 4 !;2 YES
2 B-59 N Side - E to W 33K 5500 4 5:8 4 1:2 YES
'~ S-68 N Stde- E to W 33K 5500 5 3:8 5 1:2 YES
4 S-96 N Side - E to W 33K 5500 7 1:2 7 1:2 YES
5 S 98.6 N Side - E to W 33K 5500 7 3/4 7 '7.:8 YES
6 5-98.6 N Side - E to W 33K 5500 7 3:4 ? 1:4 YES
7 B-73 O N Side E [o W 33K 5500 5 5:8 5 1:2 5.'ES
8 S-lbo N S:3e E to W 33K 5500 7 7;8 '7.' 1:2 YES
9 S-100 N Side E to W 33K 5500 7 7;8 8 YES
10 S-lO0 N Side E to W 33K 5500 7 7:8 7 3'8 YES
1! B-73 N Side I! to W 33K 5500 5 5:8 5 1:4 YES
12 S-96 N S~tle E to W 33K 5500 7 1 2 7 3:8 5.'ES
13 S-96 N S~de - E to W 33K 5500 7 1-2 ? !:2 5.'ES
1-1 S-9'6 N S,'de - 15 to W 33K 5500 7 1:2 '7. 3:8 YI".S
15 S-96 N Side - E to W 33K 5500 7 1:2 7 1/2 5.-ES
16 S-98.6 N Side - E to W 33K 5500 7 3:4 7 Ii2 5.'ES
17 B-71.6 N S~3c - E to W 33K 5500 5 1 '2 5 5.'8 5.'ES
18 S-98.6 N S~de - E to W 33K 5500 7 3 4 7 1:4 YES
19 S-98.6 N Skit - E to W 33K 5500 7 3:4 '7 1.'4 YES
Equipment ID: P, am No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 9/04;98
Comments: No. 15, S-96 - cable slipped back, repulled 11/19.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
1,1) Mr. Larry Davis; City of Coppell
(1) Mr. Ylike Hodgc; City of Coppell
(,11 Mr. Tony Martin; Newport Classic
1'1) Mr. Doyle Damron; C. D. Construction Consulting
LIMI]'ATiONS: The test results presented herein 'acre prepared based upc ~ the specific sample~ provided for testing, x,\'e assume no
responsibility lbr variation in quality (composition, al)pear,race, pertbrmance, etc.) or an> other feature of similar subject matter pro\ idcd k":'
persons or conditions uver v. hich we have no control. Our letters and reports are for the exclusive use of the clients IO whom they are
addressed.
c:'.wp',~in-.rcForts'.D7429-336-98ST Noxcnfl~r 23, 1998 ~
'" f~ ,',9721:
Ca.~-: ¢::r~:: v,'-.:",'~ ; Dallas. Texas :..,,et:u 263-1555
75229 ;ax :a77'~ 241-5174
ELONGATION REI'ORT
Project: Mansions By The Lake Page 2 of 4
Report No: 3137-D7429-336 Sample Date: November 18, 19, 1998
Client: Western Rim Services Report Date: November 23, 1998
Location: Building//15 Technician: R. Lovelady
# Tendon [.o,:ation Jack Force Gauge Required Elongations Elongations Total \Vithm
Nc.. ~Kips'} Pressure Elongations Y_nd ~11 End ~2:. Elongations Tolerance
2(I S-98.6 N S:Jc - E to W 33K 5500 7 3.'.1- '7 1.'4 YES
2! B-76 N S;,l,: - E ~o W 33K 5500 6 "5:8 YF_S
22 S-!2.6 N Sid~ - E to W 33K 5500 7.'8 7.'8 YES
23 S-26 N S;de - E to W 33K 5500 2 1 15:16 YES
24 S-26 N S~de * E to W 33K 5500 2 2 YES
25 S-26 N Side - E to W 33K 55(0 2 I 15-'16 YES
26 11-27 S Side - W to E 33K 5500 2 1.'8 1 15.-'16 YI/S
27 S-27 S Side - W to E 33K 5500 2 1;8 2 YI£S
28 S-46 S Side - W to E 33K 5500 3 5.'8 3 1.'2 YES
29 B-27 S Side - W to E 33K 5500 2 1.'8 2 YES
30 B-27 S Si(lc - W to E 33K 5500 2 1:8 2 1:8 YES
31 B-27 S Sklc - W to E 33K 5500 2 1-'8 2 YES
32 B 27 S Side - W to E 33K 5500 2 1-'8 2 YES
33 SI 55 S Si,lc - W to F 33K 55(>0 4 1-'4 -I 5'I:.5
34 B-55 S Side - ~,x,- to E 33K 5500 4 1;4 4 YES
35 B-65.5 S Side - W to E 33K 5500 5 I.-'8 5 I 'S YES
36 S-60.6 E Side - S to N 33K 5500 4 3.-'4 4 5.-'8 YES
37 S-59.6 E Si3e - S to N 33K 55~-} 4 5:8 4 1:2 YES
38 S-59.6 E Side - S to N 33K 5500 4 5-'8 4 5.-8 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 9..'04..'98
Colnmcnts: No. 15, S-96 - cable slipped back, repullcd 11/19.
Distribution:
(1) Mr. Richard E. SinlnlOllS; Western Rim Services
(11 Mr. I.arry Davis: City of Coppell
('1) .Mr. Mike tlodge; City of Coppell
!11 Mr. Tony Martin; Newport Classic
( 1.1 Mr. Doyle Damron; C. D. Constructkm Consulting
[.IMITATIONS: Tire test results presented herein were prepared based upon the specific sample~ provided for testing. \Ve a,,sumc no
re3poos~bility for variation Jo quality ~cumposidon, appearance, l)erformance, etc.) or any other feature of sim.'lar subject matter F-.rovidcd by
i:er~ons or conditions over v,]:i~;[l we have na conlrol. Our letters and report.s are for tire exclusive use of file clients to who. n: riley arc
addressed.
c: v,?win repons',D7429-336-98,ST Novelnber 23. 1998
D.:- .~s Fy"'. '¢,c-"..~ Dallas. Texas Metro (972) 263-i 555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 3 of 4
Report No: 3137-D7429-336 Sample Date: November 18, 19, 1998
Client: Western Rim Services Report Date: November 23, 1998
Location: Building//15 Technician: R. Lovelady
# Tendon Location lack Force Gauge Required Elongations Etongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations 'rcleranze
39 B-59.6 E Side - S to N 33K 5500 4 5;8 4 1;2 YES
40 S-59.6 E Side - S to N 33K 5500 4 5:8 4 9:16 YES
41 S-62.6 E Side - S to N 33K 5500 4 7;8 5 1:8 YES
42 S-62.9 E Side - S to N 33K 5500 4 7;8 5 YES
43 B-62.9 E S:de - S to N 33K 5500 4 7;8 4 7.'8 YES
44 S-59 E Side - S to N 33K 5500 4 5.'8 4 5;8 YES
45 S-59 E Side - S to N 33K 5500 4 5:8 4 7:8 YES
46 S-61.6 E Side - S to N 33K 5500 4 3J4 4 5/8 YES
47 B-61.6 E Side - S to N 33K 5500 4 3/4 5 YES
48 S-61.6 E Side - S to N 33K 5500 4 3;4 5 YES
49 S-59.6 E Side - S to N 33K 5500 4 5.;8 4 3:4 YES
50 S-61.6 E Side - S m N 33K 5500 4 3!4 5 YES
51 S-6!.6 E Side - S to N 33K 5500 4 3i4 5 I.-'16 YES
52 S-59.6 E Side - S to N 33K 5500 4 5/8 4 7:8 YES
53 S-59.6 E Side - S m N 33K 5500 4 5."8 4 3.'4 YES
54 S-67 E Side - S to N 33K 5500 5 1;4 5 1,'8 YES
55 B-67 E Side - S to N 33K 5500 5 1/4 5 3:16 YES
56 S-67 E Side - S to N 33K 5500 5 1i4 5 3:8 YES
57 S-67 E Side - S to N 33K 55tko 5 1.'4 5 1;8 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 9,."04/98
Comments: No. 15, S-96 - cable slipped back, repulled 11/19.
Distribution:
(1) Mr. Richard E. Simmons: Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Coppeil
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upou the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearauce, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clien[s to whom the3 are
addressed.
c:'wpwin".reports:D7429-336-98xST November 23, 1998
D~ a.-,: r.,;.c .:.,-'::,:~,.-. Dallas, Texas Metro (972) 263-1555
75229 Fax ~'972:241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 4 of 4
Report No: 3137-D7429-336 Sample Date: November 18, 19, 1998
Client: Western Rim Services Report Date: November 23, 1998
Location: Building//15 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Widfin
No. (Kips ~ Pressure Elongations End f 1 ) End (2) Elongations Toleranze
58 S-67 E Side - S to N 33K 5500 5 1;4 5 YES
59 B-67 I?. Side - S to N 33K 5500 5 1;4 5 1:8 YES
60 S-67 E Side - S to N 33K 5500 5 1/4 4 15..'16 YES
61 S-67 E Side - S to N 33K 5500 5 1.'4 4 15.:16 YES
62 S-59 E Side - S to N 33K 5500 4 5i8 4 I;2 YES
63 S-29.6 E .Side - S to N 33K 5500 2 1i4 2 1/4 YES
64 B-29.6 E Side - S to N 33K 55(X) 2 1/4 2 1/8 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 9/04/98
Comments: No. 15, S-96 - cable slipped back, repulled 11/19.
Distribution:
(1) Mr. Ricb. ard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Coppcll
(l) Mr. ]'on3' Martin; Newport Classic
LIMITATIONS: The test results presented herein ,.,.ere prepared based upon tile specific samples provided for testing. We assume no
respoe, sibility for variation in quality (composition, appearance, performance, etc.) or any other lean,re of similar subject matter provided by
persons or couditk)ns over which we ha~,-e no control. Our letters and relx)rts are for the exclusive use of the clients to whom fl~ey are
addressed.
c::wpwin".rel)orts'.D7429-336-98:ST November 23. 1998