Mansions Phase 1-LR 981009 (6) Rone Engineers. Inc. 117 .... Goo0night Lane re!. 97z) - RoneEngineers
P_,allas..'Fo~ Wo~h 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-D7429-280 Sample Date: September 9, 1998
Client: Western Rim Services Revised: October 9, 1998
Location: Slab on Grade//18 Technician: K. Mustafa
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (D End (2) Elongations Tolerance
I S-26 NORTH 33K 5500 2 2 YES
2 S-26 NORTH 33K 5500 2 2 YES
3 S-26 NORTH 33K 5500 2 2 1/4 YES
4 B-27 SOUTH 33K 5500 2 1/8 2 YES
5 S-27 SOUTH 33K 5500 2 1/8 2 YES
6 S-46 SOUTH 33K 5500 3 5/8 3 1/2 YES
7 B-27 SOUTH 33K 5500 2 1/8 2 YES
8 B-27 SOUTH 33K 5500 2 1;8 2 1/8 YES
9 B-27 SOUTH 33K 5500 2 1/8 2 1/8 YES
10 B-27 SOUTH 33K 5500 2 1/8 2 1/8 YES
11 B-55 EAST 33K 5500 4 1/4 4 YES
12 S-55 EAST 33K 5500 4 1/4 4 YE, S
13 S-65.5 SOUTH 33K 5500 5 1/8 4 13/16 YES
14 S-60.6 EAST 33K 5500 4 3/4 4 5/8 YES
15 S-59.6 EAST 33K 5500 4 5/8 4 9/16 YES
16 B-59.6 EAST 33K 5500 4 5/8 4 9/16 YES
17 S-59.6 EAST 33K 5500 4 5/8 4 9/16 YES
18 S-59.6 EAST 33K 5500 4 5/8 4 3/4 YES
!9 S-62.6 EAST 33K 5500 4 7/8 4 3/8 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 940375
Equipment Calibration Date: 8/24/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. LarD' 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 results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in qualiv,.' (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\D7429-280-98;.ST October 137 1998
Rone Engineers, Inc. Il .... Goodn,ght Lane TeL (972) 241-4517 '- RoneEn_clineers
Da,las. FoC Wo'lr' 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-D7429~280 Sample Date: September 9, 1998
Client: Western Rim Services Revised: October 9, 1998
Location: Slab on Grade//18 Technician: K. Mustafa
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. fKips) Pressure Elongations End (1~ End (2} Elongations Tolerance
20 S-62.9 EAST 33K 5500 4 7;8 4 5/8 YES
21 B-62.9 EAST 33K ~'- 5500 4 7/8 4 5/8 YES
22 S-59 EAST 33K 5500 4 5/8 4 1/2 YES
23 S-59 EAST 33K 5500 4 5/8 4 5/8 YES
24 S-61.6 EAST 33K 5500 4 5/8 4 13/16 YES
25 B-61.6 EAST 33K 5500 4 3/4 4 13/16 YES
26 S-61.6 EAST 33K 5500 4 3/4 4 7/8 YES
27 S-59.6 EAST 33K 5500 4 3/4 4 7/8 YES
28 S-61.6 EAST 33K 5500 4 5/8 4 13/16 YES
29 S-61.6 EAST 33K 5500 4 3/4 4 13/16 YES
30 S-59.6 EAST 33K 5500 4 3/4 4 7/8 YES
31 S-59.6 EAST 33K 5500 4 5/8 4 13/16 YES
32 B-67 EAST 33K 5500 4 5/8 4 13/16 YES
33 S-67 EAST 33K 5500 5 I/4 4 7/8 YES
34 S-67 EAST 33K 5500 5 I/4 5 YES
35 S-67 EAST 33K 5500 5 1/4 5 1/4 YES
36 B-67 EAST 33K 5500 5 1/4 5 YES
37 S-67 EAST 33K 5500 5 I/4 5 1,'4 YES
38 S-67 EAST 33K 5500 5 1,'4 5 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 940375
Equipment Calibration Date: 8/24/98
Comments:
Distribution:
(1) Ivlr. Richard E. Simmons; Western Rim Services
(1) Mr. Lar~' Davis; City of Coppell
(1) Mr. Mike Hodge; 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
responsibiiib' for variation in qualit},, (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'.D7429-280-98'.ST October 13. 1998
..... ~972~ 24*,-45*,7 --
Rone Engineers, Inc. i I Goodnlght Lane Tel. ¢ ~
Da',as.'Fcn Wo,-th Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 3 of 4
Report No: 3137-D7429-280 Sample Date: September 9, 1998
Client: Western Rim Services Report Date: October 13, 1998
Location: Slab on Grade//18 Technician: K. Mustafa
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S-67 EAST 33K ~._ 5500 5 1/4 5 1;8 YES
40 S-59 EAST 33K 5500 4 5/8 4 1/2 YES
41 B-29.6 EAST 33K 5500 2 1/4 2 1/4 YES
42 S-29.6 EAST 33K 5500 2 1/4 2 1;4 YES
43 S-59 NORTH 33K 5500 4 5/8 4 1/2 YES
44 B-59 NORTH 33K 5500 4 5/8 4 1;4 YES
45 S-68 NORTH 33K 5500 5 3/8 5 1/2 YES
,46 S-96 NORTH 33K 5500 7 1/2 6 3/4 YES
47 S-98.6 NORTH 33K 5500 7 1/2 7 1/2 YES
48 B-73.6 NORTH 33K 5500 5 5/8 5 3/8 YES
49 S-100 NORTH 33K 5500 7 7/8 7 3/8 YES
50 S-I00 NORTH 33K 5500 7 7/8 7 3/8 YES
51 S-100 NORTH 33K 5500 7 7/8 7 5/8 YES
52 B-73 NORTH 33K 5500 5 5/8 5 1/4 YES
53 S-96 NORTH 33K 5500 7 1/2 6 15/16 YES
54 S-96 NORTH 33K 5500 7 1./2 6 15/16 YES
55 S-96 NORTH 33K 5500 7 I/2 8 1/16 YES
56 S-96 NORTH 33K 5500 7 1/2 5 3/8 YES
57 S-98.6 NORTH 33K 5500 7 3,."4 6 3/8 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 940375
Equipment Calibration Date: 8/24/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Lar~ Davis; City of Coppell
(1) Mr. Mike Hodge; CiDr 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
responsibiiity for variation in qualiw (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 repons are for the exclusive use of the clients to whom they are
addressed.
c: wpwin:reports:D7429-280-98'..ST October 13. 1998
' .one Engineers. Inc. , .... ooon,gn, ua, e RoneEngineers
Dallas..'Fc~ 'v'Vo,-tl~ Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-517,~
ELONGATION REPORT
Project: Mansions By The Lake Page 4 of 4
Report No: 3137-D7429-280 Sample Date: September 9, 1998
Client: Western Rim Services Revised: October 9, 1998
Location: Slab on Grade//18 Technician: K. Mustafa
~t Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (II End ('2) EIon~tions Tolerance
57 B-71.6 NORTH 33K b._ 5500 5 1/2 6 5/8 YES*
58 S-98.6 NORTH 33K 5500 7 3/4 7 1/4 YES
59 S-98.6 NORTH 33K 5500 7 3;4 7 1/4 YES
60 S-98.6 NORTH 33K 5500 7 3/4 7 1/4 YES
61 S-98.6 NORTH 33K 5500 7 3/4 7 1;4 YES
62 B-76 NORTH 33K 5500 6 5 9/16 YES
63 S-12.6 WEST 33K 5500 7/8 7;8 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 940375
Equipment Calibration Date: 8/24/98
Comments: *Pull under.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(I) 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 results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quali~' (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:'-~pwin'.reports~,D7429-280-98\ST October 13, 1998