Mansions Phase 1-LR 980504 (2) Rone Engineers, Inc. 1 '"'"' ~l Goodnight Lane Tel. (972) 241-451 ~ Rone Engineers
Dallas,'For~ Worth Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page: 1 of 4
Report No: 3137-D7429-160 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building #11 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
1 B29 East Side 33K 7800 2 1/8 ..... *See note
2 S29 East Side 33K 7800 2 1/8 .... *See note
3 S48 East Side 33K 7800 3 5/8 3 7/8 - 3 7/8 Y
4 B30 East Side 33K 7800 2 2/8 2 - 2 Y
5 B30 East Side 33K 7800 2 2/8 2 1/4 - 2 1/4 Y
6 B30 East Side 33K 7800 2 2/8 3 1/2 - 4 N See note
7 B30 East Side 33K 7800 2 2/8 2 1/2 -- 2 1/2 Y
8 B57 North Side 33K 7800 4 3/8 ..... *See note
9 S57 North Side 33K 7800 4 3/8 ...... *See note
10 B78 East Side 33K 7800 6 5 1/2 - 5 1i2 Y
11 S63 North Side 33K 7800 4 7/8 5 - 5 Y
12 S62 North Side 33K 7800 4 3/4 5 -- 5 Y
13 B62 North Side 33K 7800 4 3/4 5 -- 5 Y
14 S62 North Side 33K 7800 ' 4 3/4 ' 5 - 5 Y
15 S62 North Side 33K 7800 4 3/4 5 -- 5 Y
16 S65 North Side 33K 7800 5 5 1/4 -- 5 1/4 Y
17 B65 North Side 33K 7800 5 5 1/4 - 5 1/4 Y
18 S65 North Side 33K 7800 5 5 -- 5 Y
19 S61 North Sid~ 33K 7800 4 5/8 5 - 5 Y
Equipment iD: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: *Cables #1, 2, 8, & 9: In far southeast comer of this building - concrete busted apart when first cable had pressure
applied. This also released anchor for cables 8 & 9.
*Cable #6: The anchor moved when pull pressure was applied.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry. Davis; City of Coppell
(1) Mr. Lee Stone; Ci.ty of Coppell
(1) Mr. Tony Martin; Ne~l~ort Classic
(/) 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, pertbrmance, et,:.) 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\D7429-160-98\SH May 4, 1998 F~/
,one Engineers, Inc. 1~'~¢ Goodnight Lane i Tel. (972) 241-451''"' RoneEn ineers
Dallas;Fort Worth Dallas, Texas .I Metro (972) 263-1555
: 75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page: 2 of 4
Report No: 3137-D7429-160 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building//11 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S61 North Side 33K 7800 4 5/8 5 -- 5 Y
21 1t64 North Side 33K 7800 4 7/8 4 3/4 -- 4 3/4 Y
22 564 North Side 33K 7800 4 7/8 5 -- 5 Y
23 S64 North Side 33K 7800 4 7/8 5 -- 5 Y
24 S62 North Side 33K 7800 4 3/4 .... *See note
25 S64 North Side 33K 7800 4 7/8 5 -- 5 Y
26 B64 North Side 33K 7800 4 7/8 4 3/4 -- 4 3/4 Y
27 S62 North Side 33K 7800 4 3/4 5 -- 5 Y
28 S62 North Side 33K 7800 4 3/4 5 - 5 Y
29 B69 North Side 33K 7800 5 1/4 5 -- 5 Y
30 S69 North Side 33K 7800 5 1/4 5 3/4 -- 5 3;4 Y
31 S69 North Side 33K 7800 5 1/4 5 3/4 - 5 3/4 Y
32 S69 North Side 33K 7800 5 1/4 5 3/4 - 5 3/4 Y
33 B69 North Side 33K 7800 5 1/4 5 1/2 - 5 1/2 Y
34 S69 North Side 33K 7800 5 1/4 5 3/4 -- 5 3/4 Y
35 S69 North Side 33K 7800 5 I/4 5 1/2 -- 5 1/2 Y
36 S69 North Side 33K 7800 5 1/4 5 1/2 -- 5 1/2 Y
37 S61 North Side 33K 7800 4 5/8 4 5/8 -- 4 5/8 Y
38 B32 North Side 33K 7800 2 3/8 ...... See note
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: *Cables #'24 & 38: When pressure applied to cables, the anchors busted through the opposite end of the
concrete slab.
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 t'or 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 ;lients to whom they are addressed.
c:\wpwin\reports\D7429-146-98\SH May 4, 1998
Rone Engineers, Inc. 1"--'¢ Goodnight Lane Tel. (972) 241-451 RoneEnaineers
Dallas..'Fort Wo~h Dallas, Texas Metro (972) 263-1555 ~i'
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page: 3 of 4
Report No: 3137-D7429-160 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building #11 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (I) End (2) Elongations Tolerance
39 S32 North Side 33K 7800 2 3/8 ..... *See note
40 S61 West Side 33K 7800 4 5/8 ...... See note
41 B61 West Side 33K 7800 4 5/8 ..... *See note
42 S70 West Side 33K 7800 5 3/8 5 5/8 -- 5 5/8 Y
43 S98 West Side 33K 7800 7 5/8 7 7/8 -- 7 7/8 Y
44 Sl0l West Side 33K 7800 7 7/8 8 -- 8 Y
45 S101 West Side 33K 7800 7 7/8 8 1/8 -- 8 1/8 Y
46 B75 West Side 33K 7800 5 3/4 5 3/4 -- 5 3/4 Y
47 S102 West Side 33K 7800 7 7/8 8 -- 8 Y
48 S102 West Side 33K 7800 7 7/8 8 -- 8 Y
49 S102 West Side 33K 7800 7 7/8 8 1/4 -- 8 1/4 Y
50 B76 West Side 33K 7800 5 7/8 6 - 6 Y
51 S98 West Side 33K 7800 7 5/8 8 - 8 Y
52 S98 West Side 33K 7800 7 5/8 8 - 8 Y
53 S98 West Side 33K 7800 7 5/8 7 7/8 -- 7 7/8 Y
54 S98 West Side 33K 7800 7 5/8 8 -- 8 Y
55 SI01 West Side 33K 7800 7 7/8 8 -- 8 Y
56 B74 West Side 33K 7800 5 3/4 6 -- 6 Y
57 SI01 West Side 33K 7800 7 7/8 8 -- 8 Y
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: *Cables #39, 40 & 41: V~hen pressure applied to cables, the anchor busted through the opposite end of the
concrete slab.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry, Davis; City of Coppell
(l) Mr. Lee Stone; City of Copper
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LRVIITATIONS: 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\reports\D7429-146-98\SH May 4, 1998
Rone Engineers, Inc, 1-'"'-'4 Goodnigh! Lane Tel. (9Z2)Z4 -45. RoneEnain r
Dallas,'Fort Worth 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-D7429-160 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building #11 Technician: K. Courtier
g Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
58 S101 West Side 33K 7800 7 7/8 8 -- 8 Y
59 Sl01 West Side 33K 7800 7 7/8 8 1/4 -- 8 1/4 y
60 B79 West Side 33K 7800 6 1/8 6 1/2 -- 6 1/2 Y
61 815 --§~-Q~- '~'e' ....... 33K 7gO0' I I -- ' ........ 1 ............. Y ................
62 S27 West side 33K 7800 2 2 -- 2 Y
63 S27 West Side 33K 7800 .~ 9_ 1/8 -- '~- 1/8 Y
64 B27 West Side 33K 7800 2 2 -- 2 Y
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(I) 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, et,:.) 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',reporta',D742998\SH May 4, 1998