Coppell Trade 2-LR061212:._....
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11440 Reeder Rd. • Dat[as, TX 75229
FL~,GO OONSULTANTS,`INO. Tel. (214} 352-4100 • Fax (214j 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/14/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.:362931
AMBIENT TEMP.(°F): 70
CONCRETE TEMP.(°F): 75
TIYIE BATCHED: 10:30 a.m.
TIIAE SAMPLED: 11:21 a.m.
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT: Paving-parking lot,
CONCRETE SUPPLIER: TXI
PLANT/TRUCK:141 / 1115
MIX ID NUMBER: 8205
AIR (%): 4 . 6 (ASTM C 231)
WATER ADDED (gal): o
SLUMP (inches): 5 (ASTM C 143)
15'S by 300'W from SE building
corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psi/ 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
2A 7 11 21 06 114 480 4050 135
2B 28 12 12 06 143 500 5080 169
2C ~ 28 12 12 06 141 280 5000 167
2D Hold
Cyinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Remarks:
Technician: v xobinson
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller -Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULT~4NTS, INC.
Checked by:
Gary Moo C.E.T
CMT Manager
Geotechnical Engineering i Construction Materials Testing s Environmental Services
www. dallasfargo. com
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FAK30 CONSULTANTS, INC.
CONCRETE SUPPLIER: Txz
PLANT/TRUCK:141 /68
MIX ID NUMBER: 8205
AIR (%): 4 . 7 (ASTM C 231)
WATER ADDED (gal): 0
SLUMP (inches): 3 1/2 (ASTM C 143)
40'S by 10'E from SE
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/14/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 362556
ANBIENT TEMP.(°F): 54
CONCRETE TEMP.(°F): 70
TINE BATCHED: 7:19 a.m.
TINE SAMPLED: 8:15 a.m.
WEATHER CONDITION: Partly Cloudy
LOCATION OF PLACEMENT: Paving-east approach,
building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psi! 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
1A 7 11 21 06 113 300 4010 134
1B 28 12 12 06 140 480 4970 166
1C 28 12 12 06 143 060 5060 169
1D Hold
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specifications: Making and curing (ASTM C 31) Testing Methods
Remarks:.
Technician: v Robinson
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller - Jon Jacobson
City of Coppell - Larry Davis
T '/~ A_
11440 Reeder Rd. • Dallas, TX 7522_9
Tel. (214) 352-4100 • Fax (214) 352-4811
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FARGO CONSULT NTS, INC.
Checked by:
Gary Moo C.E.T
CMT Manager
Geotechnical Engineering i Construction Materials Testing i Environmental Services
www. dallasfargo. com
' ~ 11440 Reeder Rd. ~ Dallas, Texas 75229
FAR(io CONSVLTANTt3, )(STO._ Tel. 214-352-4100 Pax. 214-352-4811
Puge 1 of Z
.REPORT OF FIELD COMPACTION
Tested For: Holt Lunsford Commercial Date Performed: 12/12/2006
Project Name: Coppell Trade Center Building D FARGO Project No M06-1165
Coppell, Texas
Density: Per ASTM D-2922 Gauge Manufacturer: Humboldt
Moisture: Per ASTM D-3017 Gauge Model: HS-SOOlEZ
Test Mode: Direct Transmission Probe Depth: 8 inches
Moisture-Density Relations
Proctor No. Material Description Optimum Moisture(%) Max. Dry Density (pq~
1 Reddish Brown Sandy Clay 19 106
Field Test Results
Test Elevation Location Proctor DryDensity Percent percent
No. /Lift
No
(pct)
Moisture
Density
68 FG-2' Sanitary sewer at grid line D, 15'W from E end 1 102.6 19.7 gg,g
69 FG-1' Sanitary sewer at grid line D, 15'W from E end 1 101 20 95.3
70 FG Sanitary sewer at grid line D, 15'W from E end 1 104.8 19.4 98.9
71 FG-2' Sanitary sewer at grid line D, 8'W from E end 1 101.8 19.3 96
72 FG-1' Sanitary sewer at grid line D, 8'W from E end 1 101.7 20 95,9
73 FG Sanitary sewer at grid line D, 8'W from E end 1 101.9 21.2 gg,1
74 FG-2' Sanitary sewer at grid line D, 150'W from E end 1 103.2 20.6 97,4
75 FG-1' Sanitary sewer at grid line D, 150'W from E end 1 102.1 19 96.3
76 FG Sanitary sewer at grid line D, 150'W from E end 1 104.8 19.3 gg,g
77 FG-2' Sanitary sewer at grid line D, 200'W from E end 1 101.4 20 95.7
78 FG-1' Sanitary sewer at grid line D, 200'W from E end 1 102.7 23 96.9
79 FG Sanitary sewer at grid fine D, 200'W from E end 1 102.9 22,1 97.1
80 FG-2' Sanitary sewer at grid line D, 270'W from E end 1 104.2 19.9 98 3
81 FG-1' Sanitary sewer at grid line D, 270'W from E end 1 101 22.9 95.3
82 FG Sanitary sewer at grid line D, 270'W from E end 1 102.6 21.2 96.8
83 FG-2' Sanitary sewer at grid tine A, 50'W from E end. 1 104.8 19.1 gg g
84 FG-1' Sanitary sewer at grid line A, 50'W from E end 1 102 20.1 gg 2
1.IM1TATfONS: 'ilris repot[ presents test results (at particular loa[ions noted) based on data obtained from specific samples selected for testing. Fargo Consultants, Inc. assumes no
responsibility for variation in quality, performance, feature or conditions bryond its control.
addrased and may not be reproduced except in full without the writtett approval of Fargo Consu This report is for the exclusive use of the persons} to whom it is
ltants, ]ne.
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' 11440 Reeder Rd. • Dallas, 'T'exas 75229
FABtip CQNBIILTANTS, t~ ~ Tel. 214-352-4100 Fax. 214-352-4811
Page 2 of 2
REPORT OF FIELD COMPACTION
Tested For: Holt Lunsford Commercial Date Performed: 12/12/2006
Project Name: Coppell Trade Center Building D FARGO Project No M06-1165
Coppell, Texas
Density: Per ASTM D-2922 Gauge Manufacturer: Humboldt
Moisture: Per ASTM D-3017 Gauge Model: HS-SOOlEZ
Test Mode: Direct Transmission Probe Depth: 8 inches
Test Elevation Proctor DryDensity Percent Percent
No. /Lift Location No. (pcf) Moisture Density
85 FG Sanitary sewer at grid line A, 100'W from E end 1 103.2 21.3 g7,4
86 FG-3' Sanitary sewer at grid line A, 150'W from E end 1 104.3 22.6 98.4
87 FG-2' Sanitary sewer at grid line A, 150'W from E end 1 102.3 19.4 96.5
88 FG-1' Sanitary sewer at grid line A, 150'W from E end 1 101.9 21.4 96.1
89 FG Sanitary sewer at grid line A, 150'W from E end 1 101.4 21.8 95,7
All tests comply with the project requirements, unless otherwise noted
Technician: David Djilcine Reslnectfully Submitted,
Distribution: Hoit Lansford Commercial -Ken Newman FllYg'O CO/tSlllt(lntS~ I71C.
Mcfadden & Miller -Jon Jacobson
City of Coppell -Lee Stone
Checked By:
LIMITATIONS: This report presents test results (at particular locations noted) based on data obtained from specific samples selected far testing. Fatgo Consultatts, Inc. assumes no
responsibility for variation in quality, performance, feature m wndi[ions beyond its control. This report is for the exclusive use of the person(s) to whom it is
addressed and may not be reproduced except in full without the written approval of Fargo Consultants, Inc.