DR1201-LR131024 1 OCT-25-2013 04:13 P.01
At, Tex .' s CMT, Inc.
Construction Materials Testing GEE Consultants Inc.
and Environmental Consulting f
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
, 1 ieliP -?c'' )4
GENERAL REPORT or, �
Report Date: October 24,2013 Concrete Cast Date: 10/02/2013
Client: Tire Fain Group Report Number: 1
Project: Creekview Drive Improvements, Project No. 213-0134
Coppell, Texas
Identification: Obtaining and Testing Drilled Cores) Core Date: 10/19/2013 '
Method of Test: ASTM C42&ACI 318 Core Strength Test Date: 10/23/2013
Core Locations
P'. anew„. i 3 LiUv L -11`74;':FAA : l'�t �`3dg t R?.11tP, t f t i n }i t[ :1 q;t,.E 7r r t. P� i{Ott �! i yili 'rr r(r1 �f ,A? P P'E'
�_,{ ,t. rc ," t ,t �' I E °r 1,r,� 44,1 v 1 1,�.c .. i'. f.fi(_'7,# i . .• m[.,J ::i1 # '4 j"tl ` }t, I- i. -'
k',1��N,:,''''A , '{.i ar7. ' , r '')Vi 4.,t rl:�,L4t l+ l44'i ,,,i-I.t� '414;>1{i �;1. o',,,,,( Sul Ord#i'�fl�'rf '''J" t''',-',r (41a7 TIE L4.1,11,11,, ',+c'f " ,�'�t
t o,il ��;7#6, .7��,��ea.,;7}r"7�����'��;lt ii'77�I�ikr:qi`•y�[#t`„;i..S' :, NLv,a;,� -r t._�F�,`�#eirt}!{q;`.?�i�.(i d' r�d D zu3%.rt�,:4�cq���.n�}af# i`( r �.`u't� :°,,�s�:
1 1'Intersection Pavement Panel N. of S.Approach Larger ,_'.-..W 4 es in Top 4.6” of Con .
Centerline,4'-6"N.&1'E.of SW Corner of Panel Se - .n,
" Y1,bf,GF' n t srz ,,i , N #Ptc 471. i 0-4' +^ f '14 'q 3-it- ,, it ',f Pte d M ;4t7n ; ,, ,,#,t ,9 ,t '-a tt4fty ;#..
T� r,;.; • ii`. tt 3. ftit rtt ,( rt ti ,c ,1f 7f, ! tif s to „'i=,,4 ,'.'' k #r #1" 7's�v esr1},t.•
', 7151:.,1+ 9 MI04t ,I7 'f 4'' ele 1,11,f d �;-1 ".4.0, i,..' 1 t rt.. ti of 'i i n 'tt s 1('', �'!Air,i�3 o i(�H y. , r,,.1.24,ii t,:,:11,,,p=1,- � ,4,, ,,51=1
i,,,, �,,�,` ,�,` i, tJ ,, xl%at :.k'. ,i.sf ``t it vats t, s, 1_,,`;tr,,, ,Jm ,a; ` f s k 'r..- 1,• '.ir1'�. '`tic ! r ,tr,..
.,,r1,i} 1 �'1-ar4,_,T,f ,,,,,1 fr4.4, 03:1x. li.4:r`'!p,,T,,--, l, t *1,H 4,■I 1, ;.'•.:1-f #1 tit 1 t f k4F 4t f P1.2.1 i II f it.;':0•Fr,, . -'' 'il 'u1 I.�jti,”
i) t 144f: �`' r c,,: !t ' , P. t}i, jjtf ,1, , ((' ''t , ' t1 u6 i.V. s-it t .5qr ,, t t' ' , ?#
£ !.^t;fn �``, �'G # (�:t f, di �f`Et" x.. li [w}J f t., J t i,.t ?. F k 4` F�# 1' x
tt;kh M,. y 1.'r,.#tr F{ .i t '13 4`�,r: i t.{ t 4='.r1'-,t'.Ei-i.` t.1 W , '�. i . , 1{i - F r`-,"T& ; 4{,4,4---r . `a.. . ?i r.. •: l i;�';t 4 t hf t'l7" E ,
� „i„.1.;1=1,.b �. I",A„.. i a ,t, 4TH e€',1,. r s tit it��'trY,E t # :1, , i t...i_.r �t S � r ,' +i, f 7y
�.�'"'Vii, . U}` t'�:ti).p 79fit#, 1i. t,,.1.�� # k ,1�}�f;�l,�'i!ir l' 4' � . „t 1-."',7, J t,� ,...$ ,1 r...�..,,.fi..r ,,'�-,..,.,x��. ris f„ �t;'is�f,.,�`�.. � �,
3 3rd Intersection Pavement Panel N.of S. Larger Air Bubbles in Top 6” of Concrete Se ion;
Approach Centerline, 5'-0"N. &1'E. Of SW 'Center of 1'Rebar @ 3.1"from Bottom of
Corner of Panel Concrete Section;Center of 2nd Rebar(k .5"
• • Bottom of Concrete Section; : •er Joint
From 0. • e" • • •• • "'oncrete Sectio
Dimension and Compressive Strength Tesfltesults
Specimen Avg.Length Avg. Average Estimated Cross- LID Ratio and Max. Compressive Corrected
# of Specimen Length of Core Nominal Sectional Correction Load Strength Compressive '
Before Specimen Diameter Maximum Area Factor (lbs) (Before Strength
Capping After (in.) Size of (sq.in.) Correction) (psi)
(in.) Capping Coarse (psi)
(in.) Aggregate
(in.) i
1 8.8 7.5 3.68 1" 10.64 2.04 0.981 42960 4037.6 3960
2 8.1 7.7 3.69 1" 10.69 2.09 0.985 40440 3783.0 3730
3 — 9.5 7.6 3.66 1" 10.52 2.08 0.984 40720 3870.7 3810
Type of Fracture: Cone Moisture Condition at Time of Testing: 4 days air dry
Age of Specimens: 21 days Average Strength of Concrete Cores: 3833 psi
• Direction of Application of Load with Respect to Horizontal Plane of Concrete as Placed: Perpendicular
Post-iir Fax Note )71671 Date Tr st n c pag/efs�� p�
To`r'7 `f`Y MV`g1 C From e)_ S fc �v1-TT) Nom + ,.
Co./Dept.En J G6f 1-!4 S T e Co.G Ere- c ,�V so L .. ..L/44,
Phone# 72,304_3474 Phone#2 754_K 57
Fax# q-12-3o -3S70 Fax* ii/ -3Si._ 617Z_
_
OCT-25-2013 04:13 P.02
The Fain Group
Creekview Drive Improvements October 23,2013
Strength Reqd.(tic) Avg.Core Strength from Test Avg.Core Strength Regd.per NCTCOG Pass or Fail
4,000 3,833 1.00x4,000= 4,000 FAIL**
Strength Regd.(f.) Min.Core Strength from Test Min.Core Strength Reqd.per NCTCOG Pass or Fail
4,000 3,730 0.90x4,000= 3,600 PASS
* Whether or not Average&Individual Strength of the Cores Currently Meet NCTCOG Requirements for 4,000 psi
Concrete?No
** Estimated Projected Average Strength of Cores If They Had Been Tested at 28-Days Instead of 21-Days thisingia0
s
Technician: RWG Cored by: RWG
cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3570
Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mail:gMarshall @coppelltx.gov
Mr.Rod Lacy-The Fain Group,Phone:817-927-4388;via E-mail:rlacy @faingp.com
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed .
►�1,
t o� z� °3 T
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive our tten approv I ers
and reports apply only to the sample tested and/or observed,and are not necessarily indicative of the quantities of app t�Italia products.
® '
r MOTUAR RP,HMAI`±
9 x 08830 ..,...r`
g` o .r .1 A BBY^•
Texas CMT,Inc. Project No.213-0135 Concrete Core Report No.1
Page 2 of 2
TOTAL P.02