Tennis Ctr Exp-LR100817Professional 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: FDR:0341284-10
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
Date of Issue:8/17/2010
Testing Details
Tested By:
Kiley Brown
Field Methods:
ASTM D 6938
Lab Methods:
ASTM D 698 - 07 (A)
Date Tested:
8/5/2010
Gauge Type:
Troxler
Model Number:Serial Number:
343039192
Test Mode:Standard Count: Density:
Direct Transmission2829
Standard Count: Moisture:
688
Test Results
TestMaterialDepth of TestWet DensityMoistureDry Density RelativeLimit
No(in)(lb/ft³)Content (%)(lb/ft³)
Compaction
(%)
95.9
1
Lt Brown Sandy Clay6131.413.9115.4
95.3
2
Lt Brown Sandy Clay6130.113.5114.6
100.1
3
Lt Brown Sandy Clay6134.411.6120.4
95.0
4
Lt Brown Sandy Clay6129.913.6114.3
98.5
5
Lt Brown Sandy Clay6133.913.0118.5
98.4
6
Lt Brown Sandy Clay6134.113.2118.5
98.7
7
Lt Brown Sandy Clay6133.212.2118.7
99.3
8
Lt Brown Sandy Clay6134.512.6119.4
98.4
9
Lt Brown Sandy Clay6134.113.3118.4
98.0
10
Lt Brown Sandy Clay6134.113.7117.9
99.2
11
Lt Brown Sandy Clay6134.812.9119.4
98.6
12
Lt Brown Sandy Clay6134.313.2118.6
96.6
13
Lt Brown Sandy Clay6132.514.0116.2
97.1
14
Lt Brown Sandy Clay6132.713.6116.8
97.5
15
Lt Brown Sandy Clay6132.813.2117.3
96.3
16
Lt Brown Sandy Clay6131.913.8115.9
97.7
17
Lt Brown Sandy Clay6134.214.2117.5
96.2
18
Lt Brown Sandy Clay6131.213.3115.8
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
Tennis Courts 9-12
1
Court 12, NW Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
2
Court 11, NE Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
Page 1 of 2
Form No: 110244.V1.00, Report No: FDR:0341284-10(c) 2000-2009 QESTLab by SpectraQEST.com
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: FDR:0341284-10
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
Date of Issue:8/17/2010
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
Tennis Courts 9-12
3
Court 11, NW Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
4
Court 12, SE Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
5
Court 12, SW Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
6
Court 12, NE Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
7
Court 11, SE Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
8
Court 11, SW Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
9
Court 10, NW Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
10
Court 10, NE Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
11
Court 9, NW Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
12
Court 9, NE Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
13
Court 9, SE Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
14
Court 9, SW Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
15
Court 10, SE Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
16
Court 10, SW Corner, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
17
Board West, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
18
Board East, Elev: FG-4.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
Page 2 of 2
Form No: 110244.V1.00, Report No: FDR:0341284-10(c) 2000-2009 QESTLab by SpectraQEST.com
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: FDR:0341284-12
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
Date of Issue:8/17/2010
Testing Details
Tested By:
Kiley Brown
Field Methods:
ASTM D 6938
Lab Methods:
ASTM D 698 - 07 (A)
Date Tested:
8/9/2010
Gauge Type:
Troxler
Model Number:Serial Number:
343039192
Test Mode:Standard Count: Density:
Direct Transmission656
Standard Count: Moisture:
2839
Test Results
TestMaterialDepth of TestWet DensityMoistureDry Density RelativeLimit
No(in)(lb/ft³)Content (%)(lb/ft³)
Compaction
(%)
97.9
1
Lt Brn Sandy Clay6131.711.8117.8
95.1
2
Lt Brn Sandy Clay6129.613.2114.5
100.3
3
Lt Brn Sandy Clay6133.210.4120.7
96.2
4
Lt Brn Sandy Clay6130.412.7115.7
97.2
5
Lt Brn Sandy Clay6131.912.8116.9
95.5
6
Lt Brn Sandy Clay6131.414.3115.0
97.3
7
Lt Brn Sandy Clay6132.513.2117.0
99.1
8
Lt Brn Sandy Clay6134.112.5119.2
96.4
9
Lt Brn Sandy Clay6131.012.9116.0
95.4
10
Lt Brn Sandy Clay6129.813.1114.8
95.1
11
Lt Brn Sandy Clay6130.213.8114.4
97.1
12
Lt Brn Sandy Clay6131.412.5116.8
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
Tennis Courts 9-12
1
NE Corner of Court #9, ELEV: FG-3.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
2
Center of Court #9, ELEV: FG-3.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
3
Center of Court #10, ELEV: FG-3.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
4
North End of Court #10, ELEV: FG-3.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
5
NW Corner of Court #11, ELEV: FG-3.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
6
Center of Court #11, ELEV: FG-3.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
7
North End of Court #12, ELEV: FG-3.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
8
South End of Court #12, ELEV: FG-3.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
Page 1 of 2
Form No: 110244.V1.00, Report No: FDR:0341284-12(c) 2000-2009 QESTLab by SpectraQEST.com
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: FDR:0341284-12
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
Date of Issue:8/17/2010
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
Tennis Courts 9-12
9
Westside of SE Practice Court, ELEV: FG-3.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
10
NE Corner of SE Practice Court, ELEV: FG-3.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
11
Center of SW Practice Court, ELEV: FG-3.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
12
SE Corner of SW Practice Court, ELEV: FG-3.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
Page 2 of 2
Form No: 110244.V1.00, Report No: FDR:0341284-12(c) 2000-2009 QESTLab by SpectraQEST.com
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:0341284-13/1
Post Tension Report
Issue No:1
CARY SCHMOLDT,
Client: These test results apply only to the specific locations and materials noted and
CC:
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: 8/17/2010
Date: Technician:
8/11/2010 Kevin Graham
Location: Floor:
Tennis Courts 7 and 8 N/A
Pour: Serial No. of Gauge: Serial No. of Ram:
1 21 1945
Strand Heat No: Strand MFG.:
N/A VSL
Contractor:
Approved Drawings :
March 2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
VSL VSL
GAUGE PRESSURE MEASURED ELONGATION
TENDON CALC
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
S-42/1 7700 0 3.200 3.250 0.000 3.250 1.6
S-46/2 7700 0 3.520 3.380 0.000 3.380 -4.0
S-118/3 7700 0 9.120 8.500 0.750 9.250 1.4
S-54/4 7700 0 4.160 4.250 0.000 4.250 2.2
S-110/5 7700 0 8.560 8.000 0.750 8.750 2.2
S-62/6 7700 0 4.800 4.630 0.000 4.630 -3.5
S-103/7 7700 0 8.080 8.000 0.000 8.000 -1.0
S-127/8 7700 0 10.000 9.500 1.000 10.500 5
S-127/9 7700 0 10.000 9.750 0.500 10.250 2.5
S-127/10 7700 0 10.000 10.000 0.250 10.250 2.5
S-127/11 7700 0 10.000 10.000 0.000 10.000 0
S-127/12 7700 0 10.000 10.000 0.000 10.000 0
S-127/13 7700 0 10.000 10.130 0.000 10.130 1.3
S-127/14 7700 0 10.000 10.130 0.000 10.130 1.3
S-127/15 7700 0 10.000 10.380 0.130 10.500 5.0
S-127/16 7700 0 10.000 10.250 0.000 10.250 2.5
S-127/17 7700 0 10.000 10.500 0.000 10.500 5.0
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:
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:0341284-13/1
Post Tension Report
Issue No:1
CARY SCHMOLDT,
Client: These test results apply only to the specific locations and materials noted and
CC:
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: 8/17/2010
Date: Technician:
8/11/2010 Kevin Graham
Location: Floor:
Tennis Courts 7 and 8 N/A
Pour: Serial No. of Gauge: Serial No. of Ram:
1 21 1945
Strand Heat No: Strand MFG.:
N/A VSL
Contractor:
Approved Drawings :
March 2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
VSL VSL
GAUGE PRESSURE MEASURED ELONGATION
TENDON CALC
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
S-127/18 7700 0 10.000 9.500 1.000 10.500 5.0
S-127/19 7700 0 10.000 9.500 0.750 10.250 2.5
S-127/20 7700 0 10.000 9.750 0.250 10.000 0
S-127/21 7700 0 10.000 10.000 0.500 10.500 5.0
S-127/22 7700 0 10.000 10.000 0.500 10.500 5.0
S-127/23 7700 0 10.000 9.500 0.500 10.000 0
S-127/24 7700 0 10.000 9.750 0.500 10.250 2.5
S-127/25 7700 0 10.000 9.000 0.750 9.750 -2.5
S-127/26 7700 0 10.000 9.250 1.000 10.250 2.5
S-127/27 7700 0 10.000 10.000 0.000 10.000 0
S-127/28 7700 0 10.000 10.130 0.120 10.250 2.5
S-127/29 7700 0 10.000 10.000 0.000 10.000 0
S-127/30 7700 0 10.000 9.880 0.250 10.130 1.3
S-127/31 7700 0 10.000 10.000 0.380 10.380 3.8
S-62/32 7700 0 4.800 4.750 0.000 4.750 -1.0
S-54/33 7700 0 4.160 4.000 0.000 4.000 -3.9
S-46/34 7700 0 3.520 3.500 0.000 3.500 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:
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:0341284-13/1
Post Tension Report
Issue No:1
CARY SCHMOLDT,
Client: These test results apply only to the specific locations and materials noted and
CC:
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: 8/17/2010
Date: Technician:
8/11/2010 Kevin Graham
Location: Floor:
Tennis Courts 7 and 8 N/A
Pour: Serial No. of Gauge: Serial No. of Ram:
1 21 1945
Strand Heat No: Strand MFG.:
N/A VSL
Contractor:
Approved Drawings :
March 2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
VSL VSL
GAUGE PRESSURE MEASURED ELONGATION
TENDON CALC
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
S-42/35 7700 0 3.200 3.000 0.000 3.000 -6.25
S-124/36 7700 0 9.760 9.500 0.250 9.750 0.1
S-124/37 7700 0 9.760 9.750 0.250 10.000 2.5
S-124/38 7700 0 9.760 9.500 0.500 10.000 2.5
S-124/39 7700 0 9.760 9.250 0.750 10.000 2.5
S-124/40 7700 0 9.760 9.500 0.630 10.130 3.8
S-124/41 7700 0 9.760 9.500 0.500 10.000 2.5
S-124/42 7700 0 9.760 9.500 0.500 10.000 2.5
S-124/43 7700 0 9.760 9.250 0.750 10.000 2.5
S-124/44 7700 0 9.760 9.380 0.500 9.880 1.2
S-124/45 7700 0 9.760 9.500 0.380 9.880 1.2
S-120/46 7700 0 9.440 9.000 0.500 9.500 0.6
S-112/47 7700 0 8.800 8.250 0.250 8.500 -3.4
S-104/48 7700 0 8.160 8.000 0.130 8.130 -0.4
S-104/49 7700 0 8.160 8.000 0.250 8.250 1.1
S-112/50 7700 0 8.800 8.500 0.250 8.750 -0.6
S-120/51 7700 0 9.440 9.500 0.000 9.500 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:
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:0341284-13/1
Post Tension Report
Issue No:1
CARY SCHMOLDT,
Client: These test results apply only to the specific locations and materials noted and
CC:
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: 8/17/2010
Date: Technician:
8/11/2010 Kevin Graham
Location: Floor:
Tennis Courts 7 and 8 N/A
Pour: Serial No. of Gauge: Serial No. of Ram:
1 21 1945
Strand Heat No: Strand MFG.:
N/A VSL
Contractor:
Approved Drawings :
March 2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
VSL VSL
GAUGE PRESSURE MEASURED ELONGATION
TENDON CALC
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
S-124/52 7700 0 9.760 9.500 0.500 10.000 2.5
S-124/53 7700 0 9.760 9.250 0.500 9.750 -0.1
S-124/54 7700 0 9.760 9.250 0.380 9.630 -1.3
S-124/55 7700 0 9.760 9.500 0.630 10.130 3.7
S-124/56 7700 0 9.760 9.500 0.500 10.000 2.5
S-124/57 7700 0 9.760 9.500 0.500 10.000 2.5
S-124/58 7700 0 9.760 9.380 0.250 9.630 -1.3
S-124/59 7700 0 9.760 9.250 0.380 9.630 -1.3
S-124/60 7700 0 9.760 9.250 0.500 9.750 -0.1
S-124/61 7700 0 9.760 9.250 0.500 9.750 -0.1
S-42/62 7700 0 3.200 3.130 0.000 3.130 -2.2
S-46/63 7700 0 3.520 3.380 0.000 3.380 -4.0
S-118/64 7700 0 9.120 8.130 1.000 9.130 0.1
S-54/65 7700 0 4.160 4.000 0.000 4.000 -3.9
S-110/66 7700 0 8.560 8.500 0.500 9.000 -3.9
S-62/67&72 7700 0 8.250 1.500 9.750
S-103/68 7700 0 8.080 8.000 0.000 8.000 -1.0
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:
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:0341284-13/1
Post Tension Report
Issue No:1
CARY SCHMOLDT,
Client: These test results apply only to the specific locations and materials noted and
CC:
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: 8/17/2010
Date: Technician:
8/11/2010 Kevin Graham
Location: Floor:
Tennis Courts 7 and 8 N/A
Pour: Serial No. of Gauge: Serial No. of Ram:
1 21 1945
Strand Heat No: Strand MFG.:
N/A
Contractor:
Approved Drawings :
March 2010
(Strand Placement Shop Drawings)
Stressed By: Verified By:
VSL VSL
GAUGE PRESSURE MEASURED ELONGATION
TENDON CALC
%
NO. ELONG
JACKING LIFT OFF END 1 END 2 TOTAL
S-54/69 7700 0 4.160 4.250 0.000 4.250 2.2
S-46/70 7700 0 3.520 3.500 0.000 3.500 -0.6
S-42/71 7700 0 3.200 3.000 0.000 3.000 -6.25
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:
Page 5 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: FDR:0341284-14
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
Date of Issue:8/17/2010
Testing Details
Tested By:
Kiley Brown
Field Methods:
ASTM D 6938
Lab Methods:
ASTM D 698 - 07 (A)
Date Tested:
8/13/2010
Gauge Type:
Troxler
Model Number:Serial Number:
343039192
Test Mode:Standard Count: Density:
Direct Transmission2849
Standard Count: Moisture:
586
Test Results
TestMaterialDepth of TestWet DensityMoistureDry Density RelativeLimit
No(in)(lb/ft³)Content (%)(lb/ft³)
Compaction
(%)
96.2
1
Lt Brown Sandy Clay6130.712.9115.8
95.7
2
Lt Brown Sandy Clay6131.814.4115.2
96.4
3
Lt Brown Sandy Clay6130.712.7116.0
96.1
4
Lt Brown Sandy Clay6130.112.5115.6
98.6
5
Lt Brown Sandy Clay6130.510.0118.6
98.3
6
Lt Brown Sandy Clay6130.510.3118.3
98.3
7
Lt Brown Sandy Clay6131.511.2118.3
96.2
8
Lt Brown Sandy Clay6129.511.9115.7
96.2
9
Lt Brown Sandy Clay6130.212.5115.7
96.3
10
Lt Brown Sandy Clay6129.611.8115.9
96.4
11
Lt Brown Sandy Clay6131.313.2116.0
97.7
12
Lt Brown Sandy Clay6132.512.7117.6
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
Tennis Courts 9-12
1
Court 11 Northwest Corner, Elev: FG-2.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
2
Court 11 Northeast Corner, Elev: FG-2.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
3
Court 12 Northeast Corner, Elev: FG-2.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
4
Court 12 Southeast Corner, Elev: FG-2.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
5
Court 9 Southeast Corner, Elev: FG-2.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
6
Court 9 Northwest Corner, Elev: FG-2.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
7
Court 10 Northwest Corner, Elev: FG-2.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
8
Court 10 Center, Elev: FG-2.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
Page 1 of 2
Form No: 110244.V1.00, Report No: FDR:0341284-14(c) 2000-2009 QESTLab by SpectraQEST.com
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: FDR:0341284-14
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
Date of Issue:8/17/2010
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
Tennis Courts 9-12
9
Northwest Corner of SE Practice, Elev: FG-2.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
10
Southeast Corner of SE Practice, Elev: FG-2.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
11
North End of SW Practice Court, Elev: FG-2.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
12
Center of SW Practice Court, Elev: FG-2.0'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
Page 2 of 2
Form No: 110244.V1.00, Report No: FDR:0341284-14(c) 2000-2009 QESTLab by SpectraQEST.com
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: FDR:0341284-13
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
Date of Issue:8/17/2010
Testing Details
Tested By:
Kevin Graham
Field Methods:
ASTM D 6938
Lab Methods:
ASTM D 698 - 07 (A)
Date Tested:
8/11/2010
Gauge Type:
Troxler
Model Number:Serial Number:
343028352
Test Mode:Standard Count: Density:
Direct Transmission1931
Standard Count: Moisture:
638
Test Results
TestMaterialDepth of TestWet DensityMoistureDry Density RelativeLimit
No(in)(lb/ft³)Content (%)(lb/ft³)
Compaction
(%)
96.9
1
Lt Brown Sandy Clay6130.311.7116.7
96.3
2
Lt Brown Sandy Clay6129.912.1115.9
96.9
3
Lt Brown Sandy Clay6130.812.2116.6
96.8
4
Lt Brown Sandy Clay6130.211.8116.5
95.3
5
Lt Brown Sandy Clay6130.013.4114.6
95.7
6
Lt Brown Sandy Clay6130.313.1115.2
95.4
7
Lt Brown Sandy Clay6130.013.3114.7
95.8
8
Lt Brown Sandy Clay6130.713.4115.3
96.2
9
Lt Brown Sandy Clay6130.012.3115.8
96.7
10
Lt Brown Sandy Clay6130.312.0116.3
96.6
11
Lt Brown Sandy Clay6129.911.7116.3
95.8
12
Lt Brown Sandy Clay6129.212.1115.3
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
Tennis Courts 9-12
1
NE Corner of Court # 12, Elev: FG-2.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
2
SW Corner of Court #12, Elev: FG-2.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
3
SW Corner fo Court #11, Elev: FG-2.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
4
NE Corner of Court #11, Elev: FG-2.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
5
NW Corner of Court #10, Elev: FG-2.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
6
Center of Court #10, Elev: FG-2.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
7
Center of Court #9, Elev: FG-2.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
8
NW Corner of Court #9, Elev: FG-2.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
Page 1 of 2
Form No: 110244.V1.00, Report No: FDR:0341284-13(c) 2000-2009 QESTLab by SpectraQEST.com
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: FDR:0341284-13
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
Date of Issue:8/17/2010
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
Tennis Courts 9-12
9
NE Coner of SW Pracice Court, Elev: FG-2.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
10
SE Corner of SW Practice Court, Elev: FG-2.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
11
North End of SE Practice Court, Elev: FG-2.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
12
South End of SE Practice Court, Elev: FG-2.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
Page 2 of 2
Form No: 110244.V1.00, Report No: FDR:0341284-13(c) 2000-2009 QESTLab by SpectraQEST.com