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I ~ ~ ~~ VVV/_/ GEOTECHNICAL AND G F7 Q U P
VI NMENTAL CONSULTANTS
CONCRETE CYLINDER T REPORT ~ ``~.
Champion School of Real Estate
enton Tap Road and Natches Trace Drive
Coppell, Texas
REPORTED TO: Smith Commercial Contracting REPORT NO. 13
14350 West Sylvanfield REG PROJECT NO. 10314
Houston, Texas 77014 SAMPLE DATE: 09-26-03
ATTN: Mr. Patrick Popowitz TECHNICIAN: R. Hollings
CONTRACTOR: Smith Commercial Contracting
.ocation of Sample
Set Number I Location ~ Quantity Represented
1 Paving: 270'S, 55'W of N.W. building corner 30/250
2 Paving: 180'S, 70'W of N.W. building corner 110/250
3 Paving: 60'S, 105'W of N.W. buildin corner 210/250
Test Results
Set Cylinder Age @ Total Load Compressive Average
No, ID Date Tested Test lbs. Stren th .s.i. Stren th .s.i,
1 2314 10-03-03 103690 3670
2314 10-24-03 28 131900 4670
2314 10-24-03 2 136580 4830 475
2314 Hold
2 2315 10-03-03 101700 3600
2315 10-24-03 28 129630 4590
2315 10-24-03 28 130590 4620 4610
2315 Hold
3 2316 10-03-03 79040 2800
2316 10-24-03 /~'r28 / 135920 4810 /~/~
2316 10-24-03 2 136390 4830 20 /
tinder Data \
Set Cylinder Time of Concrete Air Ticket
No. ID Slum Sam le Air Tem Tem Entrainment Number
1 2314 4.00 2:20PM 70 68 4.6 515854
2 2315 5.00 3:40PM 74 72 5.3 515862
3 2316 5.00 4:15PM 76 74 5.6 515866
Mail
Distribution: (1) Smith Commercial Contracting/
Mr. Patrick Popowitr
(1) Jacobs & Associates/
Mr. David Koslan
(1) City of Coppell/Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith Atkins
KEAfje
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 rep 1214] 350 5600 • fAX [214J 350 0019
REEL] E f1 G I I-I E E R I f7 G
GEOTECHNICAL AND G R O U P
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Champion School of Real Estate
Denton Tap Road and Natches Trace Drive
Coppell, Texas
REPORTED TO: Smith Commercial Contracting
14350 West Sylvanfield
Houston, Texas 77014
ATTN: Mr. Patrick Popowitz
REPORT NO. 11
REPORT DATE: 09-26-03
REG PROJECT NO. 10314
TECHNICIAN: J. Martinez
PAGE: 1 of 1
CONTRACTOR: Smith Commercial Contracting
Proctor ASTM Optimum Maximum
No. Standard Descri lion Moisture, % Density, PCF
1 D-698 Dark brown & light brown sandy clay 17.3 106.2
2 D-698 Reddish brown clayey sand w/sandstone 12.9 112.1
3 D-698 Dark gray clay (lime-treated) 20.6 97.8
Test
No.
ate
ocation Depth
Below
Final S. G.
feet
Field
Density
c
Field
Moisture
%
Proctor
ID
Compaction
Level
27 09-15-03 Paving: 26'S, 19'W(1) 0.0 86.8 33.6 3 87.9 (a)
28 Paving: 39'S, 23'W(1) 0.0 84.8 34.9 3 85.9 (b)
29 Paving: 27'N, 24'W(2) 0.0 86.7 28.8 3 87.8 (c)
30 Paving: 18'N, 14'W(2) 0.0 95.5 23.1 3 96.7
31 Paving: 28'N, 32'E(3) 0.0 95.9 23.0 3 97.1
32 Paving: 26'S, 19'W(1) 0.0 94.4 23.7 3 95.6 (A)
33 Paving: 39'S, 23'W(1) 0.0 96.2 22.5 3 97.4 (B)
34 Paving: 27'N, 24'W(2/ 0.0 97.3 21.6 3 98.5 C
Comments: Where tested, materials were in compliance with project
Footnotes: (1) Measurements referenced from S.W. building corner.
(2) Measurements referenced from N.W. building corner.
(3) Measurements referenced from N.E. building corner.
Mail Submitted by:
Distribution: (1) Smith Commercial Contracting/
Mr. Patrick Popowitz REED ENGINEERING
(1) Jacobs & Associates/
Mr. David Koslan Original Signed By
(1) City of Coppell/Mr. Larry Davis
Keith E. Atkins
Manager, CMT
KEA/cn
2424 STUTZ DR. SUITE 400 DALLAS, T% 75235 re~ 1214] 350 5600 rnx 1214) 350 0019
/1A REEL7 EnlGlr'l6EFi 11""IG
L. I ~~G //VV// GEOTECH NICAL AND G R O lJ P
/ ENVIRONMENTAL CONSULTANTS
d
CONCRETE CYLINDER TEST REPORT
Champion School of Real Estate 7
Den on~p F~oad and Natches Trace Drive
Coppell, Texas
REPORTED TO: Smith Commercial Contracting REPORT NO. 13
14350 West Sylvanfield REG PROJECT NO. 10314
Houston, Texas 77014 SAMPLE DATE: 09-26-03
ATTN: Mr. Patrick Popowitz TECHNICIAN: R. Hollings
CONTRACTOR: Smith Commercial Contracting
.ocation of Sample
Set Number Location I Quantity Represented
1 Paving: 270'S, 55'W of N.W. building corner 30/250
2 Paving: 180'S, 70'W of N.W. building corner 110/250
3 Paving 60'S 105'W of N W building corner 210/250
T
)esi n Information
Source of Concrete Mix Identification Specified Strength p.s.i.
Redi-Mix 9265 3500
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~ca~~~cauuu
Set Cylinder Age @ Total Load Compressive Average
No. ID Date Tested T lbs. Stren th .s.i. Stren th .s.i.
1 2314 10-03-03 7 103690 3670
2314 10-24-03
2314 10-24-03 28
2314 Hold
2 2315 10-03-03 7 101700 3600
2315 10-24-03 8
2315 10-24-03 28
2315 Hold H
3 2316 10-03-03 ~ 79040 2800
2316 10-24-03 ~~~"$$$
2316 10-24-03 28
2316 Hold H
tinder Data
Set Cylinder Time of Concrete Air Ticket
No ID Slum Sam le Air Temp. Temp. Entrainment Number
1 2314 4.00 2:20PM 70 68 4.6 515854
2 2315 5.00 3:40PM 74 72 5.3 515862
3 2316 5.00 4:15PM 76 74 5.6 515866
Mail
Distribution
(1) Smith Commercial Contracting/
Mr. Patrick Popowitz
(1) Jacobs & Associates/
Mr. David Koslan
(1) City of Coppell/Mr. Larry Davis
Submitted by:
~~~~-
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith Atkins
2424 STUTZ DR. SUITE 400 DALLAS, T% 75235 re~ [214] 350 5600 FAx [214] 350 0019