Mansions Phase 1-LR 980929 Rone Engineers. Inc. 112' 3oodnight Lane Tel. (972) 241-4517 RoneEn_qineers
Oai,as.-Fo.'1 Wo.ln Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page I of 4
Report No: 3137-D7429-247 Sample Date: September 17, 1998
Client: Western Rim Services Report Date: September 29, 1998
Location: Building 20 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
I S-29 SW Corner 33K 5500 2 1/4 2 1/4 YES
2 B-29 WEST 33K 5500 2 1/4 2 1/8 YES
3 S-48 WEST 33K 5500 3 3/4 3 3/4 YES
4 B-30 WEST 33K 5500 2 3/8 2 NO
5 B-30 WEST 33K 5500 2 3/8 2 NO
6 B-30 WEST 33K 5500 2 3/8 2 NO
7 B-30 WEST 33K 5500 2 3/8 2 3/16 YES
8 S-57 SE Corner 33K 5500 4 1/2 4 1/4 YES
9 B-57 SOUTH 33K 5500 4 1/2 4 3/16 YES
10 B-78 SOUTH 33K 5500 6 1/8 4 7/8 NO
11 S-63 SOUTH 33K 5500 4 7/8 4 3/8 NO
12 S-62 SOUTH 33K 5500 4 7/8 5 YES
13 B-62 SOUTH 33K 5500 4 7/8 4 9/16 YES
14 S-62 $OLrrH 33K 5500 4 7/8 4 5/8 YES
15 S-62 SOD'I'll 33K 5500 4 7/8 4 5/8 YES
16 S-65 SOUTH 33K 5500 5 1/8 4 7/8 YES
17 S-65 SOUTH 33K 5500 5 1/8 5 3/16 YES
18 B-65 SOUTH 33K 5500 5 1/8 4 13/16 YES
19 S-61 SOUTH 33K 5500 4 3/4 4 3/4 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 7/29/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Coppell
(I) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing, We assume no
responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are ~
addressed.
c:\wpwin\reports\D7429-24?-98\ST September 29. 1998
Rone Engineers, Inc. 112 3oodnight Lane Tel. (972) 241-4517 Rone Engineers
Da,!as.-Fo~ ¢,/or~.~ Dallas. Texas Metro (972) 263-1555 ~~
, 75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 2 of 4
Report No: 3137-D7429-247 Sample Date: September 17, 1998
Client: Western Rim Services Report DaM: September 29, 1998
Location: Building 20 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Wifffin
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S-61 SOUTH 33K 5500 4 3/4 4 5/8 YES
21 S-64 SOUTH 33K 5500 5 4 9/16 NO
22 B-64 SOUTH 33K 5500 5 5 1/4 YES
23 S-64 SOLrr H 33K 5500 5 5 1/8 YES
24 S-62 SOUTH 33K 5500 4 718 4 7/8 YES
25 S-64 SOUTH 33K 5500 5 4 5/8 NO
26 B-64 SOLrrH 33K 5500 5 4 1/2 NO
27 S-62 SOUTH 33K 5500 4 7/8 4 3/4 YES
28 S-62 SOUTH 33K 5500 4 7/8 4 3/4 YES
29 S-~9 SOUTH 33K 5500 5 3/8 5 112 YES
30 B-69 SOUTH 33K 5500 5 3/8 5 3/$ YES
31 S--69 SOUTH 33K 5500 5 3/8 5 7/16 YES
32 $-69 SOUTH 33K 5500 5 3/8 5 3/8 YES
33 S-69 SOUTH 33K 5500 5 3/8 5 1/4 YES
34 B-69 SOUTH 33K 5500 5 3/8 5 3/4 YES
35 $-69 $OL~rH 33K 5500 5 3/8 5 3/8 YES
36 S-69 SOUTH 33K 5500 5 3/8 5 3/16 YES
37 S-61 SOL'TH 33K 5500 4 3/4 4 7/16 YES
38 S-32 SOUTH 33K 5500 2 1/2 2 1/4 NO
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipmem Calibration Date: 7/29/98
Comments:
Distribution:
(l) 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 results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibilio' 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:\w~pwin\reports\D7429-2¢7-98\ST September 29, 1998
,c~ m 241-4517 '
Rone Engineers, Inc. 112 3oodnight Lane .-'el. ~,,.,7~-, RoneEn
Da,las. Fort VVo"th Dallas. Texas Metro (972) 263-!555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 3 of 4
Report No: 3137-D7429-247 Sample Date: September 17, 1998
Client: Western Rim Services Report Date: September 29, 1998
Location: Building 20 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 B-32 WEST 33K 5500 2 1/2 2 1/8 NO
40 S-61 NECorner 33K 5500 4 3/4 4 15/16 YES
41 B-61 EAST 33K 5500 4 3/4 4 1/2 YES
42 S-70 EAST 33K 5500 5 7/16' 5 1/4 YES
43 S-98 EAST 33K 5500 7 5/8 7 1/2 YES
44 S-101 EAST 33K 5500 7 7/8 7 5/8 YES
45 S-101 EAST 33K 5500 7 7/8 7 1/4 NO
46 B-75 EAST 33K 5500 5 7/8 5 NO
47 S-102 EAST 33K 5500 8 7 1/2 YES
48 S-102 EAST 33K 5500 8 7 7/16 YES
49 S-102 EAST 33K 5500 8 7 3/4 YES
50 B-76 EAST 33K 5500 6 4 3/4 NO
51 S-98 EAST 33K 5500 7 5/8 7 1/4 YES
52 S-98 EAST 33K 5500 7 5/8 7 9/16 YES
53 S-98 EAST 33K 5500 7 5/8 7 3/8 YES
54 S-98 EAST 33K 5500 7 5/8 7 NO
55 S-101 EAST 33K 5500 7 7/8 7 1/16 NO
56 B-74 EAST 33K 5500 5 3/4 4 9/16 NO
57 S-101 EAST 33K 5500 7 7/8 5 7/8 NO
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 7/29/98
Comments: *Elongation from table. Technician did interpolation between 69 & 71 to get elongation for 70.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(I) Mr. Larry Davis; City of Coppell
(I) 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 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\D7429-247-98\ST September 29, 1998
Rone Engineers. Inc. 112 3oodn,ght Lane :i Tei. (972) 241-45i7 RoneEnc, ineers
i
Da,las. For1 '¢,~o"t.;" 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-D7429-247 Sample Date: September 17, 1998
Client: Western Rim Services Report Date: September 29, 1998
Location: Building 20 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
58 S-101 EAST 33K 5500 7 7/8 7 5/16 YES
59 S-101 EAST 33K 5500 7 7/8 7 1/16 NO
60 B-79 EAST 33K 5500 6 1/8 5 5/16 NO
61 S-15 EAST 33K 5500 I 1/8 3/4 NO
62 S-27 EAST 33K 5500 2 1/8 2 1/16 YES
63 S-27 EAST 33K 5500 2 1/8 2 3/16 YES
64 B-27 EAST 33K 5500 2 1/8 2 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 7/29/98
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
LLMITATIONS: 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\reporcs\D7429-247-98\ST September 29, 1998