Mansions Phase 1-LR 980327 ,one r-ngmeer=, ,nc. , -'-" ,~ ~ooomgm Lane 'Te). /~7~ ~,~-*~"' RoneEn_qineers
i
Da,las,'Foa Worth Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 1 of 4
Report No: 3137-D7429-092 Sample Date: March 18, 1998
Client: Western Rim Services Report Date: March 27, 1998
Location: Building//25 Technician: Tim Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
1 B-29 WEST SIDE 33K 7800 2 1/8 2 YES
2 8-29 WEST SIDE 33K 7800 2 1/8 1 3/4 YES
3 S-48 WEST SIDE 33K 7800 3 5/8 3 3/4 YES
4 !t-30 WEST SIDE 33K 7800 2 2/8 2 1/8 YES
5 il-30 WEST SIDE 33K 7800 2 2/8 2 1/8 YES
6 !1-30 WEST SIDE 33K 7800 2 2/8 2 1/4 YES
7 B-30 WEST SIDLE 33K 7800 2 2/8 2 1/8 YES
8 B-57 WEST SIDE 33K 7800 4 3/8 4 9/16 YES
9 S-57 WEST SIDE 33K 7800 4 3/8 4 5/8 YES
I0 !!-78 WEST SIDE 33K 7800 6 5 1/2 YES
11 S-63 SOUTH SIDE 33K 7800 4 7/8 4 3/4 YES
12 S=62 SOUTH SIDE 33K 7800 4 3/4 4 1/2 YES
13 S-62 SOUTH SIDE 33K 7800 4 3/4 4 3/4 YES
14 S-62 SOUTH SIDE 33K 7800 4 3/4 4 3/4 YES
15 S-62 SOUTH SIDE 33K 7800 4 3/4 4 7/8 YES
16 S-62 SOUTH SIDE 33K 7800 5 4 7/8 YES
17 !~65 SOUTH SIDE 33K 7800 5 4 1/2 YES
18 S-65 SOUTH SIDE 33K 7800 5 5 ~
19 S-61 SOUTH SIDE 33K 7800 4 5/8 4 3/4 YES
_~quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Dat~: 5/13/97
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, 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 clients to whom they are
addressed.
March 27, 1998 ~
c :\wpwin\reports\D7429-092-98\ST
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 2 of 4
Report No: 3137-D7429-092 Sample Date: March 18, 1998
Client: Western Rim Services Report Date: March 27, 1998
Location: Building #25 Technician: Tim Duke
# Tendon Location Jack Force Gauge Required Elongations Elongation~ Totsl Within
No. (Kips) Preseure Elongations End (1) End (2) Elongations Tolerance
20 S-61 SOUTH SIDE 33K 7800 4 5/8 4 3/4 YES
21 B-64 SOUTH SIDE 33K 7800 4 7/8 5 1/8 YES
22 S-64 SOUTH SIDE 33K 7800 4 7/8 5 1/8 YES
23 $-64 SOUTH SIDE 33K 7800 4 7/8 4 7/8 YES
24 $-62 SOUTH SIDE 33K 7800 4 3/4 5 YES
25 $-64 SOUTH SIDE 33K 7800 4 7/8 5 1/16 YES
26 B-64 SOUTH SIDE 33K 7800 4 7/8 4 7/8 YES
27 S-62 SOUTH SIDE 33K 7800 4 3/4 5 YES
.7.g S-62 SOUTH SIDE 33K 7800 4 3/4 5 5/8 YES
29 B-69 SOUTH SIDE 33K 7800 5 1/4 5 5/8 YES
30 S-69 SOUTH SIDE 33K 7800 5 I/4 5 5/8 YES
31 S-69 SOUTH SIDE 33K 7800 5 1/4 5 5/8 YES
32 S-69 SOUTH SIDE 33K 7800 5 1/4 5 5/8 YES
33 B-69 SOUTH SIDE 33K 7800 5 1/4 $ 3/8 YES
34 S--69 SOUTH SIDE 33K 7800 5 I/4 5 5/8 YES
35 S-69 SOUTH SIDE 33K 7800 5 I/4 5 1/2 YES
36 S-69 SOUTH SIDE 33K 7800 5 I/4 5 7/8 YES *
37 S-61 SOUTH SIDE 33K 7800 4 5/8 4 1/2 YES
38 1}-32 SOUTH SIDE 33K 7800 2 3/8 2 YES
=quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/97
Comments:
Distribution:
(1) Mr. Richard E. Simmons; We. stem Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D; Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, 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 clients to whom they are
addressed.
c:\wpwin\reports\D7429-092-98\ST March 27, 1998
Rone Engineers. Inc. 1 ~'-'~, Goodnigi~t Lane Tel. (972) 241-451 ~ RoneEn '
Dallas. For1 Worlr:. Dallas. Texas Metro (972) 2(~3-1555
75229 i Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 3 of 4
Report No: 3137-D7429-092 Sample Date: March 18, 1998
Client: Western Rim Services Report Date: March 26, 1998
Location: Building//25 Technician: Tim Duke
# Tendon Location Jack Fome Gauge Required Elongations Elongations Total Within
No. (Kips) Pmsaum Elongations End (1) End (2) Elongations Tolerance
39 S-32 SOUTH SIDE 33K 7800 2 3/8 2 3/4 YE~
40 S-61 EAST SIDE 33K 7g00 4 5/8 5 YES
41 B-61 EAST SIDE 33K 7800 4 5/8 4 7/8 YES
42 S-70 EAST SIDE 33K 7800 5 3/8 5 1/8 YES
43 S-98 EAST SIDE 33K 7800 7 5/8 7.5/8 YES
44 $-I01 EAST SIDE 33K 7800 7 7/8 7 1/2 YES
45 S-101 EAST SIDE 33K 7800 7 7/8 7 1/2 YES
46 B-75 EAST SIDE 33K 7800 5 3/4 5 1/2 YES
47 S-102 EAST SIDE 33K 7800 7 7/8 8 YES
48 $-102 EAST SIDE 33K 7800 7 7/8 8 YES
49 S-102 EAST SIDE 33K 7800 7 7/8 7 7/8 YES
50 I~-76 EAST SIDE 33K 7800 5 7/8 5 3/4 YES
51 S-98 EAST SIDE 33K 7800 7 5/8 7 I/2 YES
52 S-98 EAST SIDE 33K 7800 7 5/8 7 5/8 YES
53 S-98 EAST SIDE 33K 7800 7 5/8 7 5/8 YES
54 S-98 EAST SIDE 33K 7800 7 5/8 7 3/4 YES
55 S-101 EAST SIDE 33K 7800 7 7/8 7 7/8 YES
56 B-74 EAST SIDE 33K 7800 5 3/4 5 3/4 YES
57 S-101 EAST SIDE 33K 7800 7 7/8 8 1/4 YES
~quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/97
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(I) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similnr subject matter provided by
persons or conditions over which we have no control. Our letters and reports are for the exclusive use of thc clients to whom they are
addressed.
c:\wpwin\reports\D7429-092-98\ST March 26, 1998
.one Engineers, Inc. 1 ',"'--'4 Gooclnight LaneTel. (972 24 -4 1-- RoneEnc ineers
Dalias,-Foa W'omm Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-,5174
ELONGATION REPORT
Project: Mansion By The Lake Page 1 of 4
Report No: 3137-D7429-092 Sample Date: March 18, 1998
Client: Western Rim Services Report Date: March 27, 1998
Location: Building #26 Technician: Tim Duke
# Tendon Location Sack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
i B-29 EAST SIDE 33K 7800 2 1/8 2 YF.S
2 5-29 EAST SIDE 33K 7800 2 1/8 2 YES
3 S-48 EAST SIDE 33K 7800 3 5/8 3 7/8 YES
4 B-30 EAST SIDE 33K 7800 2 2/8 2 1/4 YES
5 B-30 EAST SIDE 33K 7800 2 2/8 2 1/8 YES
6 B-30 EAST SIDE 33K 7800 2 2/8 2 1/8 YES
7 g-30 EAST SIDE 33K 7800 2 2/8 2 1/8 YES
8 B-57 EAST SIDE 33K 7800 4 3/8 4 1/2 YES
9 S-57 EAs'r SIDE 33K 7800 4 3/8 4 YES
10 i}-78 EAST SIDE 33K 7800 6 5 5/8 YES
11 S-63 NORTH SIDE 33K 7800 4 7/8 4 5/8 YES
12 S-62 NORTH SIDE 33K 7800 4 3/4 4 1/2 YES
13 B-62 NORTH SIDE 33K 7800 4 3/4 4 7/8 YES
14 S-62 NORTH SIDE 33K 7800 4 3/4 4 3/4 YES
15 S--65 NORTH SIDE 33K 7800 4 3/4 4 3/8 YES
i 6 B-62 NORTH SIDE 33K 7800 5 5 YES
17 B-65 NORTH SIDE 33K 7800 5 5 1/16 YES
18 S-65 NORTH SIDE 33K 7800 5 5 1/8 YES
19 S-61 NORTH SIDE 33K 7800 4 5/8 4 3/4 YES
~quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/97
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, 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 clients to whom they are
addressed.
c:\wpwin\repons\D7429-092-98~ST March 27, 1998 //~
Dallas/Fort Worlr: Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 2 of 4
Report No: 3137-D7429-092 Sample Date: March 18, 1998
Client: Western Rim Services Report Date: March 26, 1998
Location: Building//26 Technician: Tim Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S-~l NORTH SIDE 33K 7800 4 518 5 YES
21 B-64 NORTH SIDE 33K 7800 4 7/8 4 7/8 YES
22 S-64 NORTH SIDE 33K 7800 4 7/8 4 5/8 YES
~ S-64 NORTH SIDE 33K 7800 4 7/8 5 1/8 YES
24 S-62 NORTH SIDE 33K 7800 4 3/4 4 5/8 YES
25 S-64 NORTH SIDE 33K 7800 4 7/8 4 7/8 YES
26 B-64 NORTH SIDE 33K 7800 4 7/8 4 15/16 YES
27 S-62 NORTH SIDE 33K 7g00 4 3/4 4 3/4 YES
28 S-62 NORTH SIDE 33K 7800 4 3/4 5 YES
29 B-69 NORTH SIDE 33K 7800 5 1/4 5 l/2 YES
30 S-69 NORTH SIDE 33K 7800 5 I/4 5 3/16 YES
31 S-69 NORTH SIDE 33K '7800 5 1/4 5 I/4 YES
32 S=69 NORTH SIDE 33K 7800 5 I/4 5 5/8 YES
33 B-69 NORTH SIDE 33K 7800 5 I/4 5 1/2 YES
34 S.-69 NORTH SIDE 33K 7800 5 1/4 5 1/8 YES
35 S-69 NORTH SIDE 33K 7800 5 1/4 5 5/8 YES
36 S-69 NORTH SIDE 33K 7800 5 1/4 5 3/8 YES
37 S-61 NORTH SIDE 33K 7800 4 5/8 4 3/8 YES
38 B-32 NORTH SIDE 33K 7800 2 3/8 2 1/$ YES
~quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/97
Commen~s:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, 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 clients to whom they are
addressed.
c:\wpwin\repo~ts\D7429-092-98\ST March 26, 1998
Dallas.-'Eorl Worn Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION ~RT
Proj~t: M~sion By ~ ~e Page 3 of 4
Repo~ No: 3137-D7429~92 Sample Dat~: March 18, 1998
Client: W~tem ~m Se~i~ RepoR Date: Ma~h 26, 1998
~ Te~on ~afion Jack Fo~e Gauge Required ~ongatio~ Elongations To~l ~in
No. ~ps) ~ ~onga~o~ ~d (1) ~ ~) ~onga~o~ Tole~o
39 S-32 NOR~ S~E 33K 78~ 2 3/~ 2 1~ Y~
~ S~I ~ S~E 33K 78~ 4 5/8 4 1~ Y~
41 ~1 ~ S~E 33K 78~ 4 5/8 4 3/4 Y~
42 S-70 ~ S~E 33K 78~ 5 3/8 5 5/8 Y~
43 S-98 ~ S~E 33K 78~ 7 5/8 7 3/4 Y~
~ S-101 ~ S~E 33K 78~ 7 7/8 7 I/2 Y~
45 S-101 ~ S~E 33K 78~ 7 7/8 7 1/2 Y~
~ ~75 ~ S~E 33K 78~ 5 3/4 6 1/4 Y~
47 ~1~ ~ S~E 33K 78~ 7 7/8 7 7/8 Y~
48 ~1~ ~ S~E 33K 78~ 7 7/8 7 5/8 Y~
49 S-l~ ~ S~E 33K 78~ 7 7/8 7 3/4 Y~
50 B-76 ~ S~E 33K 78~ 5 7/8 6 1/8 Y~
51 ~98 ~T S~E 33K 78~ 7/5/8 7 3/4 Y~
52 S-98 ~T S~E 33K 78~ 7 5/8 7 Y~
53 S-98 ~T S~E 33K 78~ 7 5/8 7 Y~
54 S-98 ~T S~E 33K 78~ 7 5/8 7 3/4 Y~
55 S-101 ~T S~E 33K 78~ 7 7/8 7 7/8 ~
56 ~74 ~T S~E 33K 78~ 5 3/4 5 3/4 Y~
57 S-101 ~T S~E 33K 78~ 7 7/8 7 5/8 Y~
Jquipment ID: R~ No:38077 Pump No: 380005 Gauge No: 38077
Equipment Calib~tion Da~: 5/13/97
Commen~:
Distribution:
(1) Mr. ~chard E. Simmer; Western ~m Semites
(1) Mr. M~ Davis; Ci~ of Coppell
(1) Mr. ~ Stone; Ci~ of Coppell
(1) Mr. Tony Ma~&; Ne~o~ Cl~sic
(1) Mr. Doyle Da~n; C, D'. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, 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 clients to whom they are
addressed.
e:\wpwin\reportskD7429-O92-ggkST March 26, 1998