Coppell Trade 2-LR061114~.
l~ _.
] 1440 Reeder Rd. • Dallas, TX 75229
FARGO CONSULTANTS, ixc. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESS STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/14/06
PROJECT: Coppell Trade nter Building D Project No.: M06-1165
Coppell, T as
~ CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 362556
AMBIENT TEMP.(°F): 54
CONCRETE TEMP.(°F): 70
TIME BATCHED: 7 :19 a.m.
TIME SAMPLED: 8:15 a.m.
WEATHER CONDITION: Partly Cloudy
LOCATION OF PLACEMENT: Paving-approch,
CONCRETE SUPPLIER: TXI
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)
6'S by 9'W from NE building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psil 28 days )
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE Percent of Design Strength
NUMBER ~' (Days) TESTED (pounds) STRENGTH (%)
_ si _
1A 7 _ 11 21 06 _ 113 300 ~ 4010 134
1B _
28 _12112 06 140L480 _ 4970 L166~
~
__
1C _ 28 12 .12 06 143 060 5060___ L 169 '
_ _ 1D
Hold
_
_ _-__-- I
-
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Remarks:
Technician: V Robinson
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller - Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULTANTS, INC.
Checked by:
Gary Moor C.E.T.
CMT Manager
~Cil~t i~y-~
Geotechnical Engineering f Construction Materials Testing ~ Environmental Services
www. dallasfargo. com
11440 Reeder Rd. • Dallas, TX 75229
FAR(30 CONSULTANTS, iNC. Tel. (214) 352-4100 • Fax (214) 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
TIME BATCHED: 10:3 0 a . m.
TIME SAMPLED: 11 :21 a.m.
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT: Paving-parking lot,
corner
CONCRETE SUPPLIER: Txz
PLANT/TRUCK:141 / 1115
MIX ID NUMBER: 8205
AIR (%): 4.6 (ASTM C 231)
WATER ADDED (gal): 0
SLUMP (inches): 5 (ASTM C 143)
15'N by 300'W from NE building
~ CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psil 28 days )
CYLINDER
NUMBER
i AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
2A
i 7 11 21 06 114 480 4050 116 __
~
2B 28 12 12 06 1431500 5080 _ 145
2C 28 12 12 06 141 280 5000 143
2D Hold
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Remarks:
Technician: v Robinson
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller - Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULTANTS, INC.
Checked by:
Gary Moor C.E.T.
CMT Manager
Geotechnica! Engineering i Construction Materials Testing i Environmental Services
www. dagasrargo. com
~ ~~Iw.~.
FARGO CONBULTANTB, INC.
Report of
Reinforcing Steel Observation
Tested For: Holt Lunsford Commercial
Project Kame: Coppell Trade Center Building D
Coppell, Texas
11440 Reeder Rd. • Dallas, Texas 75229
Tel. 214-352-4100 Fax. 214-352-4811
Date of Service: 11/14/06
FCI Project No.: M06-1165
Locations and Items Observation: East approach and South parking lot (West portion) /Reinforcing Steel
Items Conforming Items Conforming Items Conforming.
Ins ected Ins ected Ins ected
Column Ties
Placing Drawings Yes Bar Length and yes Properly Tied N/A
Approved Shape and S aced
Bar Size Yes Proper Bar I,eS Stirrup Spacing N/A
Placement and T e
Bar Grade Yes Properly Tied Yes Lapped Splices Yes
Bar Clean Yes Dowel Bars in yes Welded Splices N/A
Place
Form Clean N/A Proper Bar Yes Mechanical N/A
Su orts Splices
Number of Bars Yes Proper Cover Yes
N/A. Indicates not applicable
Remarks: No discrepancies were observed.
Technician: Vernon Robinson
Distribution: Holt Lansford Commercial -Ken Newman
Mcfadden & Miller- Jon Jacobson
City of Coppell -Larry Davis
Respectfully Submitted,
Fargo Consultan nc.
Checked by:
L]MITATIONS: This n;port presents test results (at particular locations 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 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.
Geotechnical Engineering • Constrztctiots Materials Testing • Environmental Services
www. dallasfargo. com