Tennis Ctr Exp-LR101029Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F-03307
Phone: (214) 330-9211
Fax: (214) 333-2853
Report No: PST:0341284-35/1
Post Tension Report
Issue No:1
CARY SCHMOLDT,
Client: CC: These test results apply only to the specific locations and materials noted and
SCHMOLDT CONSTRUCTION
may not represent any other locations or elevations. This report may not be
CHRIS HOUSE,
5797 CR 126, SUITE A
reproduced, except in full, without written permission by Professional Service
GEORGE MARSHAL,
Industries, Inc.
HILLARY WHITE,
CELINA, 75009
JOHN ELIAS, JOHN
FIELDER, LARRY
Project:
COPPELL TENNIS CENTER
DAVIS, LEE STONE,
Approved Signatory: Ronald Yeoman (Project Manager)
COPPELL TX
LOUIE LAUCK,
Date of Issue: 11/1/2010
Date: Technician:
10/29/2010 Ronnie Yeoman
Location: Floor:
Tennis Courts #9 and #10 SOG
Pour: Serial No. of Gauge: Serial No. of Ram:
#1 313993 022101
Strand Heat No: Strand MFG.:
N/A N/A
Contractor:
Schmoldt Construction
Approved Drawings :
S-1, 3/22/2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
American Tennis Courts Ronnie Yeoman
TENDON GAUGE PRESSURE CALC MEASURED ELONGATION
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
1/S-45 7300 0 3.500 3.380 3.380 0
2/S-52 7300 0 4.000 4.000 4.000 0
3/S-59 7300 0 4.500 4.250 4.250 -5.6
4/S-129 7300 0 10.380 10.000 10.000 -3.7
5/S-129 7300 0 10.380 10.000 10.000 -3.7
6/S-129 7300 0 10.380 10.250 10.250 -1.3
7/S-129 7300 0 10.380 10.000 10.000 -3.7
8/S-129 7300 0 10.380 10.130 10.130 -2.4
9/S-129 7300 0 10.380 10.130 10.130 -2.4
10/S-129 7300 0 10.380 10.130 10.130 -2.4
11/S-129 7300 0 10.380 10.000 10.000 -3.7
12/S-129 7300 0 10.380 9.750 9.750 -6.1
13/S-129 7300 0 10.380 10.000 10.000 -3.7
14/S-129 7300 0 10.380 10.000 10.000 -3.7
15/S-129 7300 0 10.380 10.130 10.130 -2.4
16/S-129 7300 0 10.380 10.130 10.130 -2.4
17/S-129 7300 0 10.380 10.000 10.000 -3.7
Review is only for conformance with design concept of this project and compliance with the intent of the contract documents.
No exceptions observed by:
Ronnie Yeoman
Make corrections observed by:
equivalent decimal fraction.
Page 1 of 5
Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F-03307
Phone: (214) 330-9211
Fax: (214) 333-2853
Report No: PST:0341284-35/1
Post Tension Report
Issue No:1
CARY SCHMOLDT,
Client: CC: These test results apply only to the specific locations and materials noted and
SCHMOLDT CONSTRUCTION
may not represent any other locations or elevations. This report may not be
CHRIS HOUSE,
5797 CR 126, SUITE A
reproduced, except in full, without written permission by Professional Service
GEORGE MARSHAL,
Industries, Inc.
HILLARY WHITE,
CELINA, 75009
JOHN ELIAS, JOHN
FIELDER, LARRY
Project:
COPPELL TENNIS CENTER
DAVIS, LEE STONE,
Approved Signatory: Ronald Yeoman (Project Manager)
COPPELL TX
LOUIE LAUCK,
Date of Issue: 11/1/2010
Date: Technician:
10/29/2010 Ronnie Yeoman
Location: Floor:
Tennis Courts #9 and #10 SOG
Pour: Serial No. of Gauge: Serial No. of Ram:
#1 313993 022101
Strand Heat No: Strand MFG.:
N/A N/A
Contractor:
Schmoldt Construction
Approved Drawings :
S-1, 3/22/2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
American Tennis Courts Ronnie Yeoman
TENDON GAUGE PRESSURE CALC MEASURED ELONGATION
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
18/S-129 7300 0 10.380 10.130 10.130 -2.4
19/S-129 7300 0 10.380 10.250 10.250 -1.3
20/S-129 7300 0 10.380 10.500 10.500 1.2
21/S129 7300 0 10.380 10.250 10.250 -1.3
22/S129 7300 0 10.380 10.130 10.130 -2.4
23/S129 7300 0 10.380 10.130 10.130 -2.4
24/S129 7300 0 10.380 10.000 10.000 -3.7
25/S129 7300 0 10.380 9.880 9.880 -4.8
26/S129 7300 0 10.380 10.000 10.000 -3.7
27/S129 7300 0 10.380 10.000 10.000 -3.7
28/S129 7300 0 10.380 10.000 10.000 -3.7
29/S129 7300 0 10.380 10.380 10.380 0
30/S129 7300 0 10.380 10.380 10.380 0
31/S129 7300 0 10.380 10.130 10.130 -2.4
32/S129 7300 0 10.380 10.000 10.000 -3.7
33/S-120 7300 0 9.630 10.000 10.000 3.8
34/S-113 7300 0 9.000 9.000 9.000 0
Review is only for conformance with design concept of this project and compliance with the intent of the contract documents.
No exceptions observed by:
Ronnie Yeoman
Make corrections observed by:
Page 2 of 5
Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F-03307
Phone: (214) 330-9211
Fax: (214) 333-2853
Report No: PST:0341284-35/1
Post Tension Report
Issue No:1
CARY SCHMOLDT,
Client: CC: These test results apply only to the specific locations and materials noted and
SCHMOLDT CONSTRUCTION
may not represent any other locations or elevations. This report may not be
CHRIS HOUSE,
5797 CR 126, SUITE A
reproduced, except in full, without written permission by Professional Service
GEORGE MARSHAL,
Industries, Inc.
HILLARY WHITE,
CELINA, 75009
JOHN ELIAS, JOHN
FIELDER, LARRY
Project:
COPPELL TENNIS CENTER
DAVIS, LEE STONE,
Approved Signatory: Ronald Yeoman (Project Manager)
COPPELL TX
LOUIE LAUCK,
Date of Issue: 11/1/2010
Date: Technician:
10/29/2010 Ronnie Yeoman
Location: Floor:
Tennis Courts #9 and #10 SOG
Pour: Serial No. of Gauge: Serial No. of Ram:
#1 313993 022101
Strand Heat No: Strand MFG.:
N/A N/A
Contractor:
Schmoldt Construction
Approved Drawings :
S-1, 3/22/2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
American Tennis Courts Ronnie Yeoman
TENDON GAUGE PRESSURE CALC MEASURED ELONGATION
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
35/S-106 7300 0 8.500 8.880 8.880 4.5
36/S-105 7300 0 8.250 8.380 8.380 1.6
37/S-112 7300 0 8.750 9.000 9.000 2.9
38/S-119 7300 0 9.250 9.500 9.500 2.7
39/S-126 7300 0 9.940 9.630 9.630 -3.1
40/S-126 7300 0 9.940 10.163 10.130 1.9
41/S-126 7300 0 9.940 9.750 9.750 -1.9
42/S-126 7300 0 9.940 10.250 10.250 3.1
43/S-126 7300 0 9.940 10.000 10.000 0.6
44/S-126 7300 0 9.940 10.250 10.250 3.1
44/S-126 7300 0 9.940 9.880 9.880 -0.6
45/S-126 7300 0 9.940 10.130 10.130 1.9
46/S-126 7300 0 9.940 9.750 9.750 -1.9
47/S-126 7300 0 9.940 9.500 9.500 -4.4
48/S-126 7300 0 9.940 10.250 10.250 3.1
49/S-126 7300 0 9.940 10.130 10.130 1.9
50/S-126 7300 0 9.940 10.250 10.250 3.1
Review is only for conformance with design concept of this project and compliance with the intent of the contract documents.
No exceptions observed by:
Make corrections observed by:
Page 3 of 5
Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F-03307
Phone: (214) 330-9211
Fax: (214) 333-2853
Report No: PST:0341284-35/1
Post Tension Report
Issue No:1
CARY SCHMOLDT,
Client: CC: These test results apply only to the specific locations and materials noted and
SCHMOLDT CONSTRUCTION
may not represent any other locations or elevations. This report may not be
CHRIS HOUSE,
5797 CR 126, SUITE A
reproduced, except in full, without written permission by Professional Service
GEORGE MARSHAL,
Industries, Inc.
HILLARY WHITE,
CELINA, 75009
JOHN ELIAS, JOHN
FIELDER, LARRY
Project:
COPPELL TENNIS CENTER
DAVIS, LEE STONE,
Approved Signatory: Ronald Yeoman (Project Manager)
COPPELL TX
LOUIE LAUCK,
Date of Issue: 11/1/2010
Date: Technician:
10/29/2010 Ronnie Yeoman
Location: Floor:
Tennis Courts #9 and #10 SOG
Pour: Serial No. of Gauge: Serial No. of Ram:
#1 313993 022101
Strand Heat No: Strand MFG.:
N/A N/A
Contractor:
Schmoldt Construction
Approved Drawings :
S-1, 3/22/2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
American Tennis Courts Ronnie Yeoman
TENDON GAUGE PRESSURE CALC MEASURED ELONGATION
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
52/S-120 7300 0 9.630 10.250 10.250 6.4
53/S-116 7300 0 9.250 9.000 9.000 -2.7
54/S-113 7300 0 9.000 8.500 8.500 -5.6
55/S-113 7300 0 9.000 8.630 8.630 -4.1
56/S-116 7300 0 9.250 9.750 9.750 5.4
57/S-120 7300 0 9.630 10.000 10.000 3.8
58/S-126 7300 0 9.940 10.000 10.000 0.6
59/S-126 7300 0 9.940 10.000 10.000 0.6
60/S-126 7300 0 9.940 9.880 9.880 -0.6
61/S-126 7300 0 9.940 10.250 10.250 3.1
62/S-126 7300 0 9.940 10.500 10.500 5.6
¨«
:¬
7300 0 9.940 10.130 10.130 1.9
64/S-126 7300 0 9.940 10.000 10.000 0.6
65/S-126 7300 0 9.940 9.500 9.500 -4.4
66/S-126 7300 0 9.940 9.630 9.630 -3.1
¨§
:¬
7300 0 9.940 9.630 9.630 -3.1
68/S-126 7300 0 9.940 9.630 9.630 -3.1
Review is only for conformance with design concept of this project and compliance with the intent of the contract documents.
No exceptions observed by:
Ronnie Yeoman
Make corrections observed by:
Note:
Page 4 of 5
Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F-03307
Phone: (214) 330-9211
Fax: (214) 333-2853
Report No: PST:0341284-35/1
Post Tension Report
Issue No:1
CARY SCHMOLDT,
Client: CC: These test results apply only to the specific locations and materials noted and
SCHMOLDT CONSTRUCTION
may not represent any other locations or elevations. This report may not be
CHRIS HOUSE,
5797 CR 126, SUITE A
reproduced, except in full, without written permission by Professional Service
GEORGE MARSHAL,
Industries, Inc.
HILLARY WHITE,
CELINA, 75009
JOHN ELIAS, JOHN
FIELDER, LARRY
Project:
COPPELL TENNIS CENTER
DAVIS, LEE STONE,
Approved Signatory: Ronald Yeoman (Project Manager)
COPPELL TX
LOUIE LAUCK,
Date of Issue: 11/1/2010
Date: Technician:
10/29/2010 Ronnie Yeoman
Location: Floor:
Tennis Courts #9 and #10 SOG
Pour: Serial No. of Gauge: Serial No. of Ram:
#1 313993 022101
Strand Heat No: Strand MFG.:
N/A N/A
Contractor:
Schmoldt Construction
Approved Drawings :
S-1, 3/22/2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
American Tennis Courts Ronnie Yeoman
TENDON GAUGE PRESSURE CALC MEASURED ELONGATION
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
69/S-126 7300 0 9.940 9.750 9.750 -1.9
70/S-119 7300 0 9.250 9.130 9.130 -1.3
71/S-112 7300 0 8.750 8.250 8.250 -5.7
72/S-105 7300 0 8.130 8.500 8.500 4.6
73/S-59 7300 0 4.500 4.750 4.750 5.6
74/S-52 7300 0 4.000 4.130 4.130 3.0
75/S-45 7300 0 3.500 3.380 3.380 -3.4
Review is only for conformance with design concept of this project and compliance with the intent of the contract documents.
No exceptions observed by:
Ronnie Yeoman
Make corrections observed by:
equivalent decimal fraction.
Remarks:
Page 5 of 5