Tennis Ctr Exp-LR101027 (2)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:RSI:0341284-32/1
Reinforcing Steel Inspection 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
Date of Issue: 10/27/2010
Date: Technician:
10/20/2010 Quwan Shields
Location
Footing Slab-on-grade Elevated slab Piers Columns
Beam Pilaster Wall Panel Foundation Wall Other
Post Tension Tendons
Building/Unit No. Tennis Courts 9 & 10
Elevation:
Specific Location (grid lines):
Plans Used: Contract Drawings Approved Shop Drawings
Current Date and Revision/Submittal No. on Drawings: March 2010
Drawing (page) and Detail Nos.: S-1, S-3, Details # 1, 2, 3, & 5
Item Yes No N/A Item Yes No N/A
Size & number of bars as specified Bars properly tied and positioned
Lap lengths as specified
Spacing of bars as specified Bars clean (no foreign matter)
Dowels in place and tied Clearance around rebar as specified
Epoxy coating specified Rebar epoxy coated
Non-Conformance Items
Description Who Notified How / Date Corrected
Remarks:
All P/T tendons installed in tennis courts 9 & 10 were all accounted for with chairs underneath.
Page 1 of 1
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:RSI:0341284-26/1
Reinforcing Steel Inspection 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
Date of Issue: 10/27/2010
Date: Technician:
10/7/2010 Ronald Yeoman
Location
Footing Slab-on-grade Elevated slab Piers Columns
Beam Pilaster Wall Panel Foundation Wall Other
Building/Unit No. Courts # 11 & 12
Elevation: N/A
Specific Location (grid lines): Entire Tennis Court Slabs
Plans Used: Contract Drawings Approved Shop Drawings
Current Date and Revision/Submittal No. on Drawings: 3/22/2010/45193
Drawing (page) and Detail Nos.: S-2, S-3, S-4
Item Yes No N/A Item Yes No N/A
Size & number of bars as specified Bars properly tied and positioned
Lap lengths as specified
Spacing of bars as specified Bars clean (no foreign matter)
Dowels in place and tied Clearance around rebar as specified
Epoxy coating specified Rebar epoxy coated
Non-Conformance Items
Description Who Notified How / Date Corrected
Cables will be chained in the morning before the
PT cables were not chained per plans &
Chris w/Schmoldt placement of concrete and it will be verified by a PSI
specifications
field technician.
Proper clearance between leave outs and post Cables and leave outs were adjusted and fixed per
tention cables was not met. plan and specifications while technician was on site.
Remarks:
Page 1 of 1
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:0341284-31/1
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: 10/27/2010
Date: Technician:
10/19/2010 Ronald Yeoman
Location: Floor:
Tennis Courts 11 & 12 S0G
Pour: Serial No. of Gauge: Serial No. of Ram:
#1 313993 022101
Strand Heat No: Strand MFG.:
N/A N/A
Contractor:
Schmoldt
Approved Drawings :
S-1, Dated: 3/22/2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
Ronald Yeoman
TENDON GAUGE PRESSURE CALC MEASURED ELONGATION
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
1/S-45 3.500 3.380 3.380 -3.4
2/S-52 4.000 4.000 4.000 0
3/S-59 4.250 4.000 4.000 -5.9
4/S-129 10.380 10.000 10.000 .3-7
5/S-129 10.380 10.000 10.000 -3.7
6/S-129 10.380 10.140 10.250 -1.3
7/S-129 10.380 9.880 9.880 -4.8
8/S-129 10.380 9.880 9.880 -4.8
9/S-129 10.380 10.000 10.000 -3.7
10/S-129 10.380 10.500 10.500 1.2
11/S-129 10.380 10.000 10.000 -3.7
12/S-129 10.380 10.250 10.250 -1.3
13/S-129 10.380 11.000 11.000 6.0
14/S-129 10.380 10.500 10.500 1.2
15/S-129 10.380 10.380 10.380 0
16/S-129 10.380 10.500 10.380 0
17//S-129 10.380 10.500 10.500 1.2
Review is only for conformance with design concept of this project and compliance with the intent of the contract documents.
No exceptions observed by:
Ronald Yeoman
Make corrections observed by:
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:0341284-31/1
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: 10/27/2010
Date: Technician:
10/19/2010 Ronald Yeoman
Location: Floor:
Tennis Courts 11 & 12 S0G
Pour: Serial No. of Gauge: Serial No. of Ram:
#1 313993 022101
Strand Heat No: Strand MFG.:
N/A N/A
Contractor:
Schmoldt
Approved Drawings :
S-1, Dated: 3/22/2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
Ronald Yeoman
GAUGE PRESSURE MEASURED ELONGATION
TENDON CALC
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
69/S-126 9.940 10.250 10.250 3.1
70/S-126 9.940 10.000 10.000 0.6
71/S-126 9.940 10.130 10.130 1.9
72/S-126 9.940 10.250 10.250 3.1
73/S-126 9.940 10.000 10.000 0.6
74/S-126 9.940 10.130 10.130 1.9
75/S-119 9.250 9.000 9.000 -2.7
76/S-112 8.750 8.500 8.500 -2.9
77/S-105 8.250 8.000 8.000 -3.0
Review is only for conformance with design concept of this project and compliance with the intent of the contract documents.
No exceptions observed by:
Ronald 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:0341284-31/1
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: 10/27/2010
Date: Technician:
10/19/2010 Ronald Yeoman
Location: Floor:
Tennis Courts 11 & 12 S0G
Pour: Serial No. of Gauge: Serial No. of Ram:
#1 313993 022101
Strand Heat No: Strand MFG.:
N/A N/A
Contractor:
Schmoldt
Approved Drawings :
S-1, Dated: 3/22/2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
Ronald Yeoman
GAUGE PRESSURE MEASURED ELONGATION
TENDON CALC
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
35/S-45 3.500 3.500 3.500 0
36/S-45 3.500 3.250 3.250 -7.14
37/S-52 4.000 4.130 4.130 0
38/S-59 4.250 4.380 4.380 3.1
39/S-59 4.250 4.000 4.000 -5.9
40/S-52 4.000 3.880 3.880 -3.0
41/S-45 3.500 3.750 3.750 7.1
42/S-105 8.250 8.250 8.250 0
43/S-112 8.750 8.500 8.500 -2.9
44/S-119 9.250 9.000 9.000 -2.7
45/S-126 9.940 10.000 10.000 0.6
46/S-126 9.940 10.000 10.000 0.6
47/S-126 9.940 10.000 10.000 0.6
48/S-126 9.940 10.130 10.130 1.9
49/S-126 9.940 10.000 10.000 0.6
50/S-126 9.940 9.880 9.880 -0.6
51/S-126 9.940 9.880 9.880 -0.6
Review is only for conformance with design concept of this project and compliance with the intent of the contract documents.
No exceptions observed by:
Ronald Yeoman
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:0341284-31/1
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: 10/27/2010
Date: Technician:
10/19/2010 Ronald Yeoman
Location: Floor:
Tennis Courts 11 & 12 S0G
Pour: Serial No. of Gauge: Serial No. of Ram:
#1 313993 022101
Strand Heat No: Strand MFG.:
N/A N/A
Contractor:
Schmoldt
Approved Drawings :
S-1, Dated: 3/22/2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
Ronald Yeoman
GAUGE PRESSURE MEASURED ELONGATION
TENDON CALC
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
52/S-126 9.940 10.250 10.250 3.1
53/S-126 9.940 10.500 10.250 3.1
54/S-126 9.940 10.380 10.380 4.4
55/S-126 9.940 10.250 10.250 3.1
56/S-126 9.940 9.130 9.130 -1.3
57/S-119 9.250 9.130 9.130 -1.3
58/S-112 8.750 8.750 8.750 0
59/S-105 8.250 8.130 8.130 -1.5
60/S-105 8.250 8.131 8.130 -1.5
61/S-112 8.750 8.500 8.500 -2.9
62/S-119 9.250 9.250 9.250 0
63/S-126 9.940 10.000 10.000 0.6
64/S-126 9.940 10.000 10.000 0.6
65/S-126 9.940 10.130 10.130 1.9
66/S-126 9.940 10.130 10.130 1.9
67/S-126 9.940 10.130 10.130 1.9
68/S-126 9.940 10.130 10.130 1.9
Review is only for conformance with design concept of this project and compliance with the intent of the contract documents.
No exceptions observed by:
Ronald Yeoman
Make corrections observed by:
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:0341284-31/1
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: 10/27/2010
Date: Technician:
10/19/2010 Ronald Yeoman
Location: Floor:
Tennis Courts 11 & 12 S0G
Pour: Serial No. of Gauge: Serial No. of Ram:
#1 313993 022101
Strand Heat No: Strand MFG.:
N/A N/A
Contractor:
Schmoldt
Approved Drawings :
S-1, Dated: 3/22/2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
Ronald Yeoman
GAUGE PRESSURE MEASURED ELONGATION
TENDON CALC
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
18/S-129 10.380 10.500 10.500 1.2
19/S-129 10.380 10.500 10.500 1.2
20/S-129 10.380 10.500 10.500 1.2
21/S-129 10.380 10.500 10.500 1.2
22/S-129 10.380 10.500 10.500 1.2
23/S-129 10.380 10.500 10.500 1.2
24/S-129 10.380 10.500 10.500 1.2
25/S-129 10.380 10.500 10.500 1.2
26/S-129 10.380 10.130 10.130 -2.4
27/S-129 10.380 10.130 10.130 -2.4
28/S-129 10.380 10.250 10.250 -1.3
29/S-129 10.380 10.250 10.250 -1.3
30/S-129 10.380 10.500 10.500 1.2
31/S-129 10.380 10.250 10.250 -1.3
32/S-129 10.380 10.250 10.250 -1.3
33/S-59 4.250 4.130 4.130 -2.8
34/S-52 4.000 4.000 4.000 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:
Ronald Yeoman
Make corrections observed by:
Note:
Remarks:
Page 5 of 5