ST9905-LR070327
'" ECS Texas. LLP
E 4950 Keller Springs Road, Suite 480
Addison, TX 75001
P (972) 392-3222
(FAX) 392-0102
FIELD REPORT
Project No.
Report No.
Day & Date
TI!XAS
Project Bethel Road - Coppell
1 set of 6 lab cylinders (3600 psi) for box culvert walls
19:5061
162
Thursday 03/27/2008
By Jonathan E. Steiner, - Field Technician
Page 2
1800
94406
Q)
Ol
m
0..
CI)
C)
::::s
ca
C)
...
ca
CI)
U
::::s
Z
~
~
ca
E
E
::::s
en
c
o
;;
(,)
ca
Q.
E
o
o
"
:i
LL
00
Q
r--
~
M
o
Q)
....
m
o
Q)
~
m
C!l
II)N
N N
~ 'V
...
m
Q)
"0
~
Z
"'C
o 00
~ .....
Q) ~
~ ci ~
f/) Z "5 N
~ Q) .c W
Ol E .....
~ ~ 0
~ ::r: g
Q)
a.
a.
o
()
"0
m
o
~
Q)
~
....
Q)
CO
Qj
E
m
Z
o
Q)
"e-
o..
.....
(0
o
II)
o
Z
o
Q)
'[
0..
Q)
a.
a.
o
()
-
o
~
6
....
c:
"~
l5
i
I
...
m
Q)
"0
~
Z
"0
Q)
Ui
:.::i
Q)
c:
o
Z
i..:
~
f!
....
c:
o
()
D..
..J
..J
en
~
w
l-
t/)
(,)
w
"'C
BCi5
(f) Gl
~5
"ii) 1;)
5i '0
c:!:
ci
GlQjZ
~ "8 ..:
:!::!:~
o
o
m
N
u
~
c..
o
"0
Q)
13
~
.....
o
<..)
c
:::>
o
00
m
00
~
"00
c
Q)
o
X
co
::2:
"'C
Q)
13
~
o
<..)
c
~
"0
o
~
-
Q)
~
...
o
000
em
0..<9
"Eo
m~
-gl-
Sen
en~
"0
o
~
-
Q)
~
...
Q)
c:
'Q)
U5
u..i
c:
m
~
....
III
c::
o
...,
C
m
:Q
c::
~
o
Q)
I-
...
o
o
e
0..
Gl
E
~
>-
III
C3
>-
"'C
c:
m-
ena!
~iil
... ~
C!ll-
c::
,2
Q.
";::
o
f/)
Gl
o
N
(0
'V
.....
Qj
c..
E
m
en
1Il
....
C
Gl
E
E
o
()
u.
c..
(II
1il
Cl
en
~
~ ci.~
eE~
~8-
e!c;
~~~
00-
~()
~
~"iij '0
Clco.
~-
~
Q) "iij '0
:s: C 0.
~-
] ~ e c
ilE~B'O'
t: - .- " ~
aoo-
8o::EU
"0 E
B ::I
U E
g-
o ~
U::E
C'~C'
058-
0-
Gl
N
~ .~
o Gl
>
o
->
~Gl
::iiIi
-c
c:: 0
o+:i
:;::::;~
~ 0
(f)...J
ilR
~~
- al
","0
al 0
I-~
en "
al 0
I-Z
o
o
cO
.....
u
~
c..
o
"0
~
<..)
~
.....
o
<..)
c
~
o
N
cO
m
~
'00
c
Q)
o
X
CO
~
"0
Q)
13
~
.....
o
u
c
~
"0
o
~
....
Gl
~
...
o
000
em
0..<9
"EO
m~
"01-
ffien
U5~
"0
o
~
-
Q)
~
...
o
o
e
0..
Q)
E
:.::i
-
>-
m
U
>-
"0
c:
m
en
c::
~
co
C
o
:;::::;
a.
";::
o
f/)
Q)
o
<b
'V
.....
Qj
c..
E
m
en
1Il
C
Gl
E
E
o
()
u.
c..
c; ,
al o.~
eE~
alO-
a..()
(II
1il
Cl
en
~
~"E:
.i ~ ~
00-
~()
~~'5"
ClCo.
~-
~
Gl "iij '0
:s: c 0.
~-
1l~~c
Ys~8~
t: ,- ,- " ~
0.00-
8o::EU
"0 ~ 0
~ e c- C'
g .~ 0 5 8-
8::E o~
Gl
N
:::e .~
o Gl
>
o
- >
~Gl
::iiIi
-
"'C
$
m
~
I-
--c::
c 0
0:;::::;
:;::::;~
~o
(f)...J
~
I/)
r--
~
o
:s:
a.. a..
mM
mcD
mm
C!o
..... ci
NN
.....~
cO 'V
m m
I'-: II)
00 M
..... .....
..... .....
00
00
cOcO
..... .....
00
NN
cOcO
m m
00
00
cici
C!lC!l
en en
~
m
o
en
.::.::
o
m
co
II
en
CD
11)0
r-- 0
+ +
CD 'V
CD CD
c:: c:
o 0
:;; :;;
m m
- ....
f/) f/)
- -
m m
olOl
c: c::
"S; 'S;
m m
0..0..
c:
o
"iij
f/)
"E
f/)
c:
m
...
I-
o
~
is
II
I-
o
Qj
"0
o
~
il=
e 5r
a..Cl
00 00
- al
"'"8
~~
bb
i ci
t-Z
-
f/)
~
..... N
'" ECS Texas. LLP
E 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
FIELD REPORT
Project No.
Report No.
Day & Date
Weather
On-Site Time
Lab Time
Travel Time.
Total
Re Obs.Time
TI!XAS
Project Bethel Road - Coppell
Location Coppell, TX
Client City of Coppell - Carol Dye
Remarks
19:5061
162
Thursday 03/27/2008
750/ Sunny
4.25
0.00
1.00
5.25
0.00
Trip Charges.
18.00
Tolls/Parking.
Mileage.
Time of Arrival Departure
1l:30A 03:45P
Chargeable Items 1 - Nuclear Gauge Rental
* Travel time and mileage will be billed in accordance with the contract.
Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
The undersigned arrived on site, as requested, to observe:
I: The placement and compaction of soils for paving.
2. The placement of 20 cubic yards of 3600 psi concrete for box culvert walls.
Utilizing the nuclear gauge test method to check the compaction of soils; test results indicated
that the compacted material, at the areas and elevations tested, met or exceeded the project
requirements of 95% of the maximum dry density as obtained in our laboratory using the
Standard Proctor Method (ASTM D-698).
Locations and elevations of all tests are based on stakeout provided by others. We cannot be
responsible for structures located off of the observed engineered pad, misaligned utilities or
stakeout errors causing uncontrolled fill to be placed in structural areas.
The soils observed on this date appeared to be placed in accordance with project drawings and
specifications with regard to lift thickness and moisture content.
The required test limits for the concrete tested were determined to be a slump of 3-5 inches,
batch to placement time of <90 minutes, and concrete temperature range of <90 degrees
Fahrenheit. Concrete observed on this date appeared to be placed in compliance with project
specifications with regard to temperature, slump, and batch to placement time. The air content
of the concrete tested was 1.9 percent and is less than the project specifications.
The following samples were obtained for compressive strength testing in our laboratory:
SetA:
By Jonathan E. Steiner, - Field Technician
1800
94406
'" ECS Texas, LLP
gs: 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0]02
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TI!XA8
TO: City of Coppell
P.O. Box 9478
DATE: 03/27/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
ATTN: Ms. Carol Dye
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
Weare enclosing:
X Attached
Materials Engineering Division Concrete Reports:
121
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
By:
""""",,,,,,,,,..,
_-~.. €. OF r \'111
_- ~,?-~.........E:.t-1 II
~:0o'" ......<9\
i *.:'~_"--"- '" .", '0'
ft' _." < '^'" 0'" <..'",.,.. ,.. ..,
, MARK R ZORTMAN.. ~.___
~, . . . . .. .....:....t
Mark R. Zo~, P.!I9.872 81_ 2008
Principal Engi~f~:cn~s'C;/:f J
" 0's ....... ..;.0 -
/'l( SIONAL ~ ....--
t l.\\ \'\\'\.",.:...,.......-
~((~
Eric L. Branch, C.E.T.
Project Manager
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_1'I!XA8
Concrete Cylinders Strength Report
Project: Bethel Road - Coppell
Location: Bethel Road, Coppell, TX
Owner: City of Coppell - Carol Dye Client:
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Box culvert tops, from sta 48+00 to 47+00, sampled at approximately sta 47+25
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/27/2008
3600 psi
121
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: LMC
Mix Designation: 1701
Added Water: 10 Gals.
Truck No: 7069
Mix Strength: 4500 psi
Time Added: 02:50PM
Ticket No: 3245267
Batch Time: 02:06PM
Unit Wt.:
FIELD TEST DATA: Tested by:Jonathan E. Steiner
Temperature - Air: 700 F
Time Sampled:03 :OOPM
Concrete: 730 F
Slump: 6.00 in.
Air Content:} .90 % (P)
Sample Test Test Type Diameter Area Breaking Compr. Brk Break Review
No Date Age Cure In. In.2 Load,lbs Str.,psi Typ by by
39341 03/05/2008 7 Lab 4.00 12.56 49760 3960 3 ELBl
39342 03/26/2008 28 Lab 4.00 12.56 4
39343 03/26/2008 28 Lab 4.00 12.56 77024 6130 3 ELBl
39344 03/26/2008 28 Lab 4.00 12.56 75872 6040 3 ELBl
. . . .
Sampling In accordance WIth (law) ASTM Cl72, except that samples may have been taken from the beglnntng of the load after a mlntmum discharge of approximately one cubiC yard.
Cylinder molding and laboratory curing iaw ASTM C3l, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 M or C23l (P),
temperature iaw ASTM Cl064, and unit weight iaw ASTM C138. Cylinders are tested using un bonded caps iaw ASTM C123l or are capped using sulphur
mortar iaw C6l7. Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39-04a
FIELD CURING CONDITIONS:
Curing Box
X No Curing Box
Remarks:
Insulated
Heated
Cooled
X Caps
Ice
Other
Final Review By:
~-
__'0
ELBl
Print Date:
03/27/2008