Mansions Phase 1-LR 980422 (4) Rone Engineers; Inc. ~ 34 Goodmght Lane Tel. (972) 241-4E RoneEnl ineers
Dalla$/Forl Worth Dallas. Yexas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page :2 of 4
Report No: 3137-D7429-161 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: April 22, 1998
Location: BUILDING//40 Technician: Mike Fuller
# Tendon Location Jack Fome Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S-61 EAST SIDE 33K 4 518 4 !14 YES
21 B-64 EAST SIDE 33K 4 7/8 5 YES
22 S-.64 EAST SIDE 33K 4 7/8 5 YES
23 S-62 EAST SIDE 33K 4 7/8 5 1/16 YES
24 S44 EAST SIDE 33K 4 314 4 1/2 YES
25 !t-64 EAST SIDE 33K 4 7/8 4 1/2 YES
26 S-62 EAST SIDE 331t[ 4 7/8 4 1/2 YES
27 S.-62 EAST SIDE 33K 4 3/4 4 1/4 YES
28 11-69 EAST SIDE 33K 4 3/4 4 1/2 'YES
29 S-69 EAST SIDE 33K 5 114 .5 1/2 YES
30 S-69 EAST SIDE 33K 5 1/4 5 1/2 YES
31 S-69 EAST SIDE 33K 5 114 5 1/2 YES
32 13-69 EAST SIDE 33K 5 114 5 1/2 YES
33 S-69 EAST SIDE 33K 5 1/4 5 1/2 YES
34 S-69 EAST SIDE 33K 5 i/4 5 1/2 YES
35 S-69 EAST SIDE 33K 5 1/4 5 1/2 YES
36 S-69 EAST SIDE 33K 5 1/4 5 1/2 YES
37 S-61 EAST SIDE 33K 4 5/8 4 1/4 YES
38 B-32 EAST SIDE 33K 2 3/8 2 I/2 YES
~quipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments:
Distribution:
(I) 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 her~in were prepared based upon the ~ecific 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 leners and reports are for the exclusive us~ of the clients to whom they are
addressed.
c:\wpwin\reports\DT429-161-gg\ST April 14, 1998 Repull April I?, 1998 - Revised *
· . i~one Engineer~, In(;. "~"34 Gooclnight Lane ]'el. (g72) 24~-4£"""
Dallas/Fort Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 3 of 4
Report No: 3137-D7429-161 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: April 22, 1998
Location: BUILDING//40 Technician: Mike Fuller
// Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End 6) Elongations Tolerance
39 5-32 EAST SIDE 33K 2 3/8 2 1/2 YES
40 5-61 EAST SIDE 33K 4 5/8 5 YES
41 B-61 EAST SIDE 33K 4 5/8 5 YES
42 S-70 NORTH SIDE 33K 5 3/8 5 1/4 YES
43 5-98 NORTH SIDE 33K 7 5/8 7 3/4 YES
44 5-101 NORTH SIDE 33K 7 7/8 8 YES
45 5-101 NORTH SIDE 33K 7 7/8 7 5/8 YES
46 B-75 NORTH SIDE 33K 5 3/4 6 YES
47 5-102 NORTH SIDE 33K 7 7/8 8 1/16 YES
48 5-102 NORTH SIDE 33K 7 7/8 7 7/8 YES
49 5-102 NORTH SIDE 33K 7 7/8 7 1/2 YES
50 B-76 NORTH SIDE 33K 5 7/8 6 1/2- YES
51 5-98 NORTH SIDE 33K 7 5/'8 7 5/8 YES
52 5-98 NORTH SIDE 33K 7 5/8 7 3/4 YES
53 5-98 NORTH SIDE 33K 7 5/8 8 YES
54 5-98 NORTH SIDE 33K 7 5/8 8 YES
55 5-101 NORTH SIDE 33K 7 7/8 8 YES
56 B-74 NORTH SIDE 33K 5 3/4 6 YES
57 5-101 NORTH SIDE 33K 7 7/8 10 + NO *
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: * + LONG, POSSIBLE UNDER PULL
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
LIIvlITATION5: The res! r~suits presented her~in were prepared based upon the specific s~mplcs provided for testing. We assume no
responsibility for variation in quali~¥ (composition. appearance, performance, etc.) or an.v other feature of similar subject matter provided by
persons or conditions over which we have no control. Our leuers and repons are for the exclusive use of the ellen,s to whom they are
addressed.
c:\wpwin\repor~s\D?429-161-98\ST April 14, 1998 Repull April 17. 1998 - Revised *
Dallas/Fort. Worth i Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 4 of 4
Report No: 3137-D7429-161 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: April 22, 1998
Location: BUILDING #40 Technician: Mike Fuller
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
58 S-101 NORTH SIDE 33K 7 7/8 8 YES
59 S-101 NORTH SIDE 33K 7 7/8 7 7/8 YES
60 B-79 NORTH SIDE 33K 6 1/8 6 YES
61 S-15 NORTH SIDE 33K i 2 YES
62 S-27 NORTH SIDE 33K 2 COVERED **
63 S-27 NORTH SIDE 33K 2 COVERED **
64 B-27 NORTH SIDE 33K 2 COVERED **
Zquipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: ** DID NOT PULL, COVERED UP
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 similar subject matter provided by
persons or conditions over which we have no control. Our letters and reports are/'or the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-161-98\ST April 14, 1998 Repull April 17, 1998 - Revised *