Mansions Phase 1-LR 980422 "one I~n,:j{.,~er~, Inc. '[ ¢..'3.q40, oodnight Lane TeL (97 ) 24~-4~ ~ RoneEn,',ineers
Dallas/Fort Wortl~ Da,as. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page: 1 of 4
Report No: 3137-D7429-138 Sample Date: April 7. 1998
Client: Western Rim Services Report Date: April 22, 1998
Location: Building//42 Technician: T. Duke
# Tendon Location J'a¢ic Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
1 B29 South Side 33K 2 1/8 2 1;4 Y
2 S29 South Side 33K 2 1/8 2 1/$ Y
3 S48 South Side 33K 3 5/8 3 3/4 Y
4 B30- South-Side 33K 2 2/8 2 1/4 Y
5 B30 South Side 33K 2 2/8 -~ *See note
6 B30 South Side 33K 2 2/8 + 'S¢¢ note
7 B30 South Side 33K 2 2/8 + *See note
8 B57 South Side 33K 4 3/8 4 3/8 Y
9 5.57 South Side 33K 4 3/8 4 3i8 Y
l0 B78 South Side 33K 6 5 3/4 Y
11 563 East Side 33K 4 7/8 5 Y
12 562 East Side 33K 4 3/4 4 7/8 Y
13 B62 East Side 33K 4 3/4 4 3/4 Y
14 562 East Side 33K 4 3/4 4 3/4 Y
15 S62 East Side 33K 4 3/4 4 7/8 Y
16 565 East Side 33K 5 5 1;8 Y
17 B65 East Side 33K 5 5 Y
18 565 East Side 33K 5 4 7/8 Y
19 561 East Side 33K 4 5/8 4 9/16 Y
.:_quipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: * + Covered, not pulled.
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 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 repons are for the exclustve use of the clients to whom they are
addressed.
c:".wpwin\repons\D7429-13898\SH April 22, 1998
Dallas;Fort Worlh I Dallas. Texas Metro (972) 263-1555
75229 I Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page: 2 of 4
Report No: 3137-D7429-138 Sample Date: April 7, 1998
Client: Western Rim Services Report Date: April 22, 1998
Location: Building//42 Technician: T. Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S61 East Side 33K 4 5/8 4 1,'2 Y
21 B64 East Side 33K 4 7/8 4 3/4 Y
22 S64 East Side 33K 4 7/8 4 3/4 Y
23 S64 East Side 33K 4 7/8 5 Y
24 S62 East Side 33K 4 3/4 4 7/8 Y
25 S64 East Side 33K 4 7/8 5 Y
26 B64 East Side 33K 4 7/8 5 Y
27 S62 East Side 33K 4 3/4 4 3i4 Y
28 S62 East Side 33K 4 3/4 4 3i4 Y
29 B69 East Side 33K 5 1/4 5 1/8 Y
30 S69 East Side 33K 5 1/4 5 1/8 Y
31 S69 East Side 33K 5 1/4 5 1/4 Y
32 569 East Side 33K 5 1/4 5 1/2 Y
33 B69 East Side 33K 5 1/4 5 1.,'4 Y
34 S69 East Side 33K 5 1/4 5 3,"8 Y
35 S69 East Side 33K 5 1/4 5 1/4 Y
36 S69 East Side 33K 5 1/4 5 1/8 Y
37 S61 East Side 33K 4 5/8 4 1/2 Y
38 B32 East Side 33K 2 3/8 2 3/8 Y
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Sen'ices
(I) 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
L~ilTATIONS: 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 fly 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\D7429-13898\SH April 22, 1998
Dallas/Fort Worth 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-D7429-138 Sample Date: April 7, 1998
Client: Western Rim Services Report Date: April 22, 1998
Location: Building//42 Technician: T. Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S32 East Side 33K 2 3/8 2 3/8 Y
40 S61 North Side 33K 4 5/8 5 Y
41 g61 North Side 33K 4 5/8 4 3/4 Y
42 S70 North Side 33K 5 3/8 6 Y
43 S98 North Side 33K 7 5/8 8 Y
44 S101 North Side 33K 7 7/8 8 1/4 Y
45 S101 North Side 33K 7 7/8 7 3/4 Y
46 B75 North Side 33K 5 3/4 6 Y
47 S102 North Side 33K 7 7/8 8 Y
48 S102 North Side 33K 7 7/8 8 Y
49 S102 North Side 33K 7 7/8 8 Y
50 B76 North Sidc 33K 5 7/8 6 [/2 Y
51 S98 North Side 33K 7 5/8 ** See note
52 S98 North Side 33K 7 5/8 ** See note
53 S98 North Side 33K 7 5/8 ** See note
54 S98 North Side 33K 7 5/8 ** See note
55 S101 North Side 33K 7 7/8 ** See note
56 B74 North Side 33K 5 3/4 ** See note
57 S101 North Side 33K 7 7/8 ** See note
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: **Cables under concrete drive.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Copper
(1) Mr. Lee Stone; City of Copper
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Ccnsulting
LRvlITATIONS: The test results presented herein were prepared based upon thc 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 t;y 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\D7429-13898\SH April 22, 1998
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-D7429-138 Sample Date: April 7. 1998
Client: Western Rim Services Report Date: April 22, 1998
Location: Building #42 Technician: T. Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
58 S101 North Side 33K 7 718 ** See note
59 SI01 North Side 33K 7 7/8 8 Y
60 ti79 North Side 33K 6 1/8 + *See note
61 S15 North Side 33K '1 ' ' -,- *See note
62 S27 North Side 33K 2 2 Y
63 S27 North Side 33K 2 2 Y
64 B27 North Side 33K 2 2 Y
.:~quipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: ** Cables under concrete drive *+ Cables covered, not pulled.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City, of Coppell
(1) Mr. Lee Stone; City of Coppell
(I) Mr. Tony Martin; Newport Classic
(l) Mr. Doyle Damron; C. D. Construction Consulting
LI~ilTATIONS: 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 mauer provided I~y persons or :onditions over which wa have no control.
Our letters and reports arc tbr the exclusive use of the clients to whom they are addressed.
c:\wpwin\reporta\D742998\SH April 22, 1998