Tennis Ctr Exp-LR110107Professional 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:0341284-49/1
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: 1/7/2011
Date: Technician:
1/4/2011 Kirk See
Location: Floor:
Practice Court
Pour: Serial No. of Gauge: Serial No. of Ram:
313993 022101
Strand Heat No: Strand MFG.:
Contractor:
Approved Drawings :
(Strand Placement Shop Drawings)
Stressed By: Verified By:
Kirk See
TENDON GAUGE PRESSURE CALC MEASURED ELONGATION
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
1/S-104 7850 8.380 8.000 0.000 8.000 -4.5
2/S-110 7850 8.880 9.000 0.000 9.000 1.4
3/S-117 7850 7220 9.380 8.160 0.750 8.810 -6.1
4/S-122 7850 9.750 9.440 0.000 9.440 -3.2
5/S-126 7850 7200 10.000 9.400 0.250 9.500 -5.0
6/S-126 7850 6800 10.000 9.13 0.500 9.630 -3.7
7/S-126 7850 6800 10.000 9.380 0.000 9.380 -6.2
8/S-126 7850 6800 10.000 9.560 0.000 9.560 -4.4
9/S-126 7850 6800 10.000 9.560 0.000 9.560 -4.4
10/S-126 7850 6800 10.000 9.750 0.000 9.750 -2.5
11/S-126 7850 6800 10.000 9.880 0.000 9.880 -1.2
12/S-126 7850 6800 10.000 9.630 0.000 9.630 -3.7
13/S-126 7850 6800 10.000 9.880 0.000 9.880 -1.2
14/S-126 7850 6800 10.000 9.750 0.000 9.750 -2.5
15/S-123 7850 6800 9.880 9.310 0.000 9.310 -5.8
16/S-117 7850 6800 9.380 10.000 0.000 10.000 6.6
17/S-111 7850 6800 8.880 8.500 0.000 8.500 -4.2
Review is only for conformance with design concept of this project and compliance with the intent of the contract documents.
No exceptions observed by:
Kirk See
Make corrections observed by:
Kirk See
the equivalent decimal fraction.
Page 1 of 3
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:0341284-49/1
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: 1/7/2011
Date: Technician:
1/4/2011 Kirk See
Location: Floor:
Practice Court
Pour: Serial No. of Gauge: Serial No. of Ram:
313993 022101
Strand Heat No: Strand MFG.:
Contractor:
Approved Drawings :
(Strand Placement Shop Drawings)
Stressed By: Verified By:
Kirk See
GAUGE PRESSURE MEASURED ELONGATION
TENDON CALC
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
18/S-104 7850 8.380 8.250 0.000 8.250 -1.6
19/S-55 7850 4.380 3.940 0.190 4.130 -5.7
20/S-47 7850 3.750 4.000 0.000 4.000 6.7
21/S40 7850 7000 3.250 3.000 0.130 3.130 -3.7
22/S-62 7850 5.000 4.880 0.000 4.880 -2.4
23/S-62 7850 5.000 4.940 0.000 4.940 -1.2
24/S-62 7850 5.000 4.880 0.000 4.880 -2.4
25/S-62 7850 5.000 4.940 0.000 4.940 -1.2
¬
:¨¬
7850 5.000 4.880 0.000 4.880 -2.4
27/S-62 7850 5.000 4.750 0.000 4.750 -5.0
28/S-62 7850 5.000 4.630 0.000 4.630 -6.2
29/S-62 7850 5.000 4.630 0.000 4.630 -3.8
30/S-62 7850 5.000 4.750 0.000 4.750 -5.0
31/S-62 7850 5.000 4.750 0.000 4.750 -5.0
32/S-62 7850 5.000 4.880 0.000 4.880 -2.4
33/S-62 7850 5.000 4.750 0.000 4.750 -5.0
34/S-62 7850 5.000 4.880 0.000 4.880 -2.4
Review is only for conformance with design concept of this project and compliance with the intent of the contract documents.
No exceptions observed by:
Kirk See
Make corrections observed by:
Kirk See
Page 2 of 3
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:0341284-49/1
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: 1/7/2011
Date: Technician:
1/4/2011 Kirk See
Location: Floor:
Practice Court
Pour: Serial No. of Gauge: Serial No. of Ram:
313993 022101
Strand Heat No: Strand MFG.:
Contractor:
Approved Drawings :
(Strand Placement Shop Drawings)
Stressed By: Verified By:
GAUGE PRESSURE MEASURED ELONGATION
TENDON CALC
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
35/S-62 7850 6900 5.000 4.630 0.060 4.690 -6.2
36/S-62 7850 5.000 4.880 4.880 -2.4
37/S-62 7850 5.000 4.690 4.690 -6.2
38/S-62 7850 5.000 4.690 4.690 -6.2
39/S-62 7850 5.000 4.690 4.690 -6.2
40/S-62 7850 5.000 4.880 4.880 -2.4
41/S-62 7850 5.000 4.880 4.880 -2.4
42/S-62 7850 5.000 4.880 4.880 -2.4
43/S-62 7850 5.000 4.880 4.880 -2.4
44/S-62 7850 5.000 4.940 4.960 -1.2
45/S-62 7850 5.000 4.940 4.940 -1.2
46/S-62 7850 5.000 5.000 5.000 0
47/S-62 7850 5.000 5.250 5.250 5
48/S-54 7850 4.380 4.130 4.130 -5.7
49/S-46 7850 3.750 3.380 0.25 3.630 -3.2
50/S-40 7850 3.250 3.250 3.250 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:
Make corrections observed by:
Remarks:
Cablesused numbering starting at NW Corner and went South with cables running East to West. Then SW Corner North to South Cables
on that corner to SE Corner.
Page 3 of 3
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: SDFR:0341284-48/1
Summary Daily Field Report
Issue: 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
Approved Signatory: Ronald Yeoman (Project Manager)
COPPELL TX
Date of Issue: 1/7/2011
Date:
1/3/2011
WEATHER:
PARTIAL CLOUDY
TEMPERATURE RANGE: TO
65 75
PSI REPRESENTATIVE:
KIRK SEE
TYPE OF INSPECTION BEING PERFORMED
SOILS CONCRETE
FOUNDATIONS BATCH PLANT
CONTROLLED FILL (COMPACTION) PLACEMENT (JOB SITE)
ASPHALT OTHER
BATCH PLANT INSULATION INSPECTION
PLACEMENT (JOB SITE)
BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE:
On this date, a PSI representative traveled to the referenced project to inspect insulation in the existing hallways leading to showers and in
the showers. Existing hall ceiling had Certian Tend R22 -Z1 @ 5
and R-30 in the ceiling.
Page 1 of 1