Coppell Industrial-LR010928 R _ED EI-'-IIS I FIE ERII--11S
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REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppelllndustrial. Ltd. REPORT NO. 191
c/o Champion Partners. Ltd. REPORT DATE: 09-28-Ci
15601 Dallas Parkway. Suite 100 REG PROJECT NO. 7394
Addison. Texas 75001 DATE OBSERVED: 09-24--C. 1
ATTN: Mr. Kerry Burden TECHNICIAN: K. Blaylock
PAGE: I of 1
CONTRACTOR: C.D. Henderson. Inc.
Items Observed: [ Paving: 585' to 650'S. 20' to 70'E of the northeas.t
building corner.
Reference Plans or Notes Used: Sheet C.4
X There were no deviations noted.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
Mail Submitted by:
Distribution: (1 Champion Partners. Ltd..."
Mr. Kerry Burden REED ENGINEERING GROUP. INC.
(1 C.D.Henderson. Inc...'
Mr. Jason Nunley :':.- ~ J-a s g-]~] Bm.-
(1 AECC. Inc./Mr. Fran Carter
('1 Haynes Whayley Associates. Inc./ James F. Phipps. P.E.
Mr. Kent Penrod BW/myw
('1 City of Coppell/Mr. Larry Davis
(1 City of Coppell/Mr. Lee Stone
Extranet
Distribution: ('1 Meinhardt & Quintanal
Mr. David Meinhardt
REPORT OF FIELD DENSITY TESTS
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial. Ltd. REPORT NO. 190
c/o Champion Partners. Ltd. REPORT DATE: 09-28-01
15601 Dallas Parkway. Suite 100 REG PROJECT NO. ¥394
Addison. Texas 75001 TECHNICIAN: L. Jom~son
ATTN: Mr. Kerry Burden PAGE: 1 of 2
CONTRACTOR: C.D. Henderson. Inc.
Proctor; ASTM Optimum Maximu~
No. Standard Description Moisture, %! Density, PCF
~ D-698 Dark brown clay 23 5 ~:' .5
2 D-698 Brown & lig?t brown clay 23 0 9.'- ::.,
3 D-698 Brow'n ano tap c ay !7 0 136 C
4 D-698 Dark brown clay, lirne-trea,:ec ~ 18 5
5 D-698 L'gnt ~rcwn clay ~lime-treated ~ 18 5 ~.2'-:.: .'3
6 D-698 Brown clay {lime-t-eated ~ 19.5 re.~ 0
7 D-698 Flex base ,:crushed cement & rock) 12.5
Depth
Below Field Field
Test Final S. G.iDensity Moisture Proctor Compaction
No. Date Location (feet) i (pcf) (%) ID Level (%)
zSq 0~-,,1-ul Slab Leave-out: 425'S 2'W( ~ 0.8 88.7 26.5 1
~'~ : 0.0 .....
4,90 Slab Leave-ou::-'50'8. z ...',/, ~ 91 .o z~.~ 2 ':',-
/=9' Slab Leave-ou:: 300'S ? ~'v't ~ ~ 2.8 91.9 25.2 2 c,:- =-
492 Slab Leave-ou:: 15O'S z b~,~ ~ ) 2.1 88.3 26.6 ~ ¢,;-' '-:
493 Slab Leave-ou:: l O0'S.~°'v'~'...,~ I~2.8 qo ........ ~ 26.8 2 c,~ 2
494 Slab Leave-ou,:: 50 N. 2'E'.2~ 1,, ~ 88.7 26.5 ~ c,.'-. ..... :'.
495 S!ab Leave-out: 1r-n'.~ ') E~2~ ~.5 ...... ,
..... - 8° o 25.8 I "'- '"
496 Slab Leave-ou:: 30C'N 2 E(2: 2.0 88.' 27.0
~" '*/-~ n 8 26.9
497 09-2,'-0! Slab Leave-ou:: lu,.;N 2,,-"~;z~ ~. 88.5 '.'=,-:.-.'.7
498 Slab Leave-out: 250'N 2 ~,,',../(2 ~ '.6 $7.7 27.7
499 Slab Leave-out: 250'S 2'W(' ) 2.3 88.0 26.3
b'.~u Slab Leave-ou,:: 4O0'S 2 :.-.'V! i ) ' ¢- 89.5 25.9 ~ q:- ::
50' Slab Leave-out: 550'S 2 W~ ! ) 0.7 88.9 26.2 ! ':.~:7.:._'
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1') Measurements referenced from N.E. building corner.
(2') Measurements referenced from S.W. building corner.