Vista Ridge Retail-LR080502
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94071386.0089
Service Date: April 23, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
United Commercial Devel
Attn: Robert Dorazil
7001 Preston Rd Ste 500
Dallas TX 75205
Report Date: May 02, 2008
Project: Vista Ridge Retail Lots 6 & 7
NEC of 121 & Denton Tap Rd.
Coppell, TX
o Gallons
o Gallons
Project No.: 94071386
Sample Information
Date Cast: April 23, 2008 Time: 1 0:40am
Sampled by: Kevin R. Hendricks
Weather Conditions: Cloudy
Accumulative Yards: 270/400 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: 100' S & 10' W of SE bldg. corner
Placement Location: Paving, Parking Lot
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 9:47am
Supplier: Redi-Mix
Truck No: 1350
Mix I.D. No.: 336K15D4
Water Added Onsite Before Test:
Water Added Onsite After Test:
Plant: P259
Ticket No: 59025367
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
5.00
4.2
86
77
142.8
Spec ification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. 10 (inches) (sq. inches) Tested (days)
3 1 4,00 12.57 04/30/2008 7
3 2 OS/21/2008 28
3 3 OS/21/2008 28
3 4 06/18/2008 56
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load Strength
(Ibs) (psi)
39,740 3,160
Terracon Rep: Kevin R. Hendricks
Report Distribution:
(1) United Commercial Devel
(1) Winkelmann & Assoc Inc
(1) City of Coppell TX
(1) Lee Lewis Construction Inc
(1) O'Brien & Assoc
(1) Hunt & Joiner Inc
Reviewed by:
A. Bulent Ethem, P.G.
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 3 of 3
01_MWB/RQ1_FulureKey
~
~Um
~
'"
u
a;
CD
I ---
~~ 1III1 ~:m .,_11':1.111 ~nl------ ------r ---
::;:::Il",,,_,..,,,,_ _.. ~ " - - - - -_-::-:-- ~- - - c- - ~/). - :!:P -- -I ~lf.
'~->ovu r ~ -0. '<IlL . .,~ --b-06- --,~ -~J------ ~
.. .. ~ - II b
~' I ~, ;;; 'If;' I~ ''0
~, ~ ~_~ '- ~ _ ~ bJ
I k:.:.
+' ~ I ~~
I ~ B ~ @ ~..;, ----
;
;
~ ~ ~
;;;
~ ~ '1 ViS] "t!MS
, ~ <<!. ~ [l 'NVS SL 'dO~d
IY !: ~ '~~~~ -~ @~ ~ ~' I{// I;'----__~
~"~ ;~~--~:::-:----------w;';; /''0''''''; --------
I ~~ 0. 1 1 --:'lNS ~ ID .:0",,' -/---'l,ViS;~t!MS ---
/f I r--~~~ ~,~ _-=-_______________ ~ 'N'v'S SL 'dO~d L
/ I ;' .gOL .... 6 LB ,6 t<; 7 · - - - - - - - - -I - - '
'mS3 ;~if ,~~ ~ vi I J~ ~ ~ ~ - c- r- -~' -n=w --- ------------
JJllk& _ILL--,! " ~__/ /~~l~S~;~~ =---~----
l~ I 11' _ Bll!......&. LB- a...~c
if g~ r-~ ,I \111 ~ rn I n I ~ I \ I
-/,' I \, l'v'ld ),,8 'lViS] -
~ '<lMS 'NVS ,~L
2? ~i ,g \r-------------------
1- /
I--- It:: 1- /'
I--- <.I!
till _ r IEnIl
,....
~
o.
;::-11
.l!
r =.:1..:1
)8'69
.3~
,~",,"" ,<:
-r-!
V
~Z6~ '~d .
'HIS] ~JI,\
------------------
=-
Ir =j..:J
TERRACON REPORT NO.
9l.(v'7 '58~. vOS4
'-1,23-09
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94071386.0089
Service Date: April 23, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
United Commercial Devel
Attn: Robert Dorazil
7001 Preston Rd Ste 500
Dallas TX 75205
Report Date: May 02, 2008
Project: Vista Ridge Retail Lots 6 & 7
NEC of 121 & Denton Tap Rd.
Coppell, TX
o Gallons
o Gallons
Project No.: 94071386
Sample Information
Date Cast: April 23, 2008 Time: 8:50am
Sampled by: Kevin R. Hendricks
Weather Conditions: Cloudy
Accumulative Yards: 150/400 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Paving, Parking Lot
Materia/Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 7:40am
Supplier: Redi-Mix
Truck No: 1293
Mix I.D. No.: 336K15D4
Water Added Onsite Before Test:
Water Added Onsite After Test:
Plant: P259
Ticket No: 59025342
Fie/d Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
4.50
4.0
87
74
142.7
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
2 1 4.00 12.57 04/30/2008 7
2 2 OS/21/2008 28
2 3 OS/21/2008 28
2 4 06/18/2008 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load Strength
(Ibs) (psi)
48,070 3,820
The tests were performed in general accordance with applicable ASTM, AASHTO. or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 3
01-M\lVBIR01-F~ureKey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94071386.0089
Service Date: April 23, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
United Commercial Devel
Attn: Robert Dorazil
7001 Preston Rd Ste 500
Dallas TX 75205
Report Date: May 02, 2008
Project: Vista Ridge Retail Lots 6 & 7
NEC of 121 & Denton Tap Rd.
Coppell, TX
o Gallons
o Gallons
Project No.: 94071386
Samole Information
Date Cast: April 23, 2008 Time: 6:35am
Sampled by: Kevin R. Hendricks
Weather Conditions: Cloudy
Accumulative Yards: 50/400 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Paving, Parking Lot
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 5:55am
Supplier: Redi-Mix
Truck No: 1339
Mix I.D. No.: 336K15D4
Water Added Onsite Before Test:
Water Added Onsite After Test:
Plant: P259
Ticket No: 59025327
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
7.00
3.9
82
75
143.1
Specification
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C1064
ASTM C138
Laboratorv Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 1 4.00 12.57 04/30/2008 7
1 2 OS/21/2008 28
1 3 OS/21/2008 28
1 4 06/18/2008 56
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load Strength
(Ibs) (psi)
48,800 3,880
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 3
01.MV0/8IR01-FulureKey