Mansions Phase 1-LR 980917 (4) Rone Engineers, Inc. 1123/~-~oodnight Lane Tel. (972) 241-4517 -- RoneEnQineers
Dadas.'Foc Wo"lh Dallas, Texas Metro f(~72j' 263-I 555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 1 of 4
Report No: 3137-D7429-240 Sample Date: September 10, 1998
Client: Western Rim Services Report Date: September 17, 1998
Location: Slab on Grade//19 Technician: K. Mustafa
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (I) End (2) Elongations Tolerance
I S-27 South 33K 5500 2 I/8 I 3/4 NO
2 S-27 South 33K 5500 2 1/8 1 3/4 NO
3 B-27 South 33K 5500 2 1/8 1 7/8 NO
4 B-29 North 33K 5500 2 1/4 1 3/4 NO
5 S-29 North 33K 5500 2 1/4 1 3/4 NO
6 S-48 North 33K 5500 3 3/4 3 5/8 YES
7 B-30 North 33K 5500 2 3/8 I 3/4 NO
8 B-30 North 33K 5500 2 3/8 1 3/4 NO
9 B-30 North 33K 5500 2 3/8 2 NO
10 B-30 North 33K 5500 2 3/8 2 NO
11 B-57 West 33K 5500 4 1/2 3 3/4 NO
12 $-57 West 33K 5500 4 1/2 4 1/4 YES
13 B-78 North 33K 5500 6 1/8 4 1/2 NO
14 S-63 West 33K 5500 4 7/8 3 7/8 NO
15 S-62 West 33K 5500 4 7/8 4 1/8 NO
16 S-62 West 33K 5500 4 7/8 4 3/4 YES
17 S-62 West 33K 5500 4 7/8 4 3/4 YES
iR [ 3-62 West 33K 5500 4 7/8 4 3/4 YES
19 Is-65 west 33K 5500 5 I/8 4 3/4 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. 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 covaxol. Our letters and reports are for the exclusive use of the clie.nts to whom they are
addressed. ~
c:',wpwin\reports\D7429-240-98\ST September 17, 1998
' Bone Engineers, Inc. 1127~goodn,ght Lane : Tel. (972) 241-4517 -- RoneEnaineers
i
oa,~as..'ro¢, woc, n 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-D7429-240 Sample Date: September 10, 1998
Client: Western Rim Services Report Date: September 17, 1998
Location: Slab on Grade//19 Technician: K. Musrafa
I
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongatiom End (1) End (2) Elongatiom Tolerance
20 5-65 West 33K 5500 5 1/8 4 314 YES
21 B-65 West 33K 5500 5 1/8 4 3/4 YES
22 S-6! West 33K 5500 4 314 4 1/2 YES
23 S-61 West 33K 5500 4 3/4 4 1/2 YES
24 B-64 West 33K 5500 5 Blew Out
25 S-64 West 33K 5500 5 Blew Out
26 S-64 West 33K 5500 5 4 7/8 YES
27 $-62 West 33K 5500 4 7/8 4 314 YES
28 S-64 West 33K 5500 5 4 3/4 YES
29 B-64 West 33K 5500 5 4 1/2 YES
30 S-62 West 33K 5500 4 7/8 4 1/2 YES
31 S-62 West 33K 5500 4 7/8 4 3/4 YES
32 B-69 West 33K 5500 5 3/8 5 YES
33 S-69 West 33K 5500 5 3/8 5 YES
34 S-69 West 33K 5500 5 3/8 5 YES
35 S-69 West 33K 5500 5 3/8 5 YES
36 B-69 West 33K 5500 5 3/8 5 YES
37 S-69 West 33K 5500 5 3/8 5 YES
I
38 S-69 West 33K 5500 5 3/8 5 I 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. Larry Davis; City of Coppell
(I) Mr. Mike Hodge; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Dam. ton; C. D. Construction Consulting
LIMITATIONS: The test results presenu~d 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
address~.
c:\wpwin\reports\D7429-240-98\ST September 17, 1998
Rone Engineers, Inc. l123~oodnight Lane TeL (972) 241-4517 -- RoneEn_qineers
Da!ias-For:. Wcr:,.~ 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-D7429-240 Sample Date: September 10, 1998
Client: Western Rim Services Report Date: September 17, 1998
Location: Slab on Grade #19 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-69 West 33K 5500 5 3/8 4 1/2 NO
40 S-61 West 33K 5500 4 3/4 4 I/2 YES
41 B-32 West 33K 5500 2 1/2 2 NO
42 S-32 West 33K 5500 2 1/2 2 NO
43 S-6I South 33K 5500 4 3/4 4 1/2 YES
44 B-61 South 33K 5500 4 3/4 Blew Out
45 S-70 South 33K 5500 5 1/2 5 1/4 YES
46 S-98 South 33K 5500 7 518 6 314 NO
47 S-101 South 33K 5500 7 7/8 7 3/8 YES
48 S-101 South 33K 5500 7 7/8 7 3/8 YES
49 B-75 South 33K 5500 5 7/8 5 1/2 YES
50 S-102 South 33K 5500 8 7 NO
51 S-102 South 33K 5500 8 7 NO
52 S-102 South 33K 5500 8 7 1/8 NO
53 B-76 South 33K 5500 6 5 3/4 YES
54 S-98 South 33K 5500 7 5/8 6 3/4 NO
55 S-98 South 33K 5500 7 5/8 6 3/4 NO
56 S-98 South 33K 5500 7 5/8 6 3/4 NO
57 S-98 South 33K 5500 7 5/8 6 3/4 NO
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. 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 presenmd 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\D7429-240-98\ST September 17. 1998
'R~ne I~ngineers, Inc. 1123"--%oodnight Lane Tel. (972) 241-4517 -- RoneEnc ineers
Dal,,:-s..'For: VVodh 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-D7429-240 Sample Date: September 10, 1998
Client: Western Rim Services Report Date: September 17, 1998
Location: Slab on Grade//19 Technician: K. Mustafa
# Tendon Locadon Jack Force Gauge Required Elongations Elongadons Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
58 S-101 South 33K 5500 7 7/8 5 1/2 NO
59 B-74 South 33K 5500 5 3/4 7 1/8 NO
60 S-101 South 33K 5500 7 7/8 7 1/2 YES
61 S-101 South 33K IS500 7 7/8 7 1/2 YES
62 S-101 South 33K 5500 7 7/8 7 1/2 YES
63 B-79 South 33K 5500 6 118 5 118 NO
64 S-15 East 33K 5500 I I/8 3/4 NO
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
(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 contxol. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:'~wpwin\reports\D7429-240-98\ST September 17, 1998