ST9905-LR071005
Oct-05-2007 18:09
From-
9723920102
T-951 P.002/003 F-148
E ECSTCXIS,LLP
4950 Keller Springl Road, Suile480
AddiSOn. TX 7;5001
(9'72) 39l-3222
{FAX)392-0102
l'_.....IfIlI\'liI'I~1
"'''rl"lW_~
CONCRETE, GROUT, AND MORTAR TESTS
LEITER OF TRANSMITTAL
TO; City of Coppell
P.O. Box 9478
DATE; 10/0512007
RE: Bethel Road ~ Coppell
Coppell, TX 75019
A1TN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
X Materials Engineering Division Concrete Reports:
36
X For Your Use
X As Requested
CC: TISEO Paving - Robert Caudill
~vWA.i!.~L
Principal Engineer
._--~~.
Siddharth Neekhra
Project Engineer
By:
Oct-05-2007 18:09
F rcm-
9723920102
T-951 P.003/003 F-148
Owner:
Arch.:
Struc. Eng.:
Placement Location: Manhole
Bethel Road M Coppell
Bethel Road, Coppell, TX
City of Coppell M Rick O'Dell
Concrete Cylinders Strength Report
Project: 5061 Set Designation: A
Cast Date: 09/04/2007
Design Strength: 3500 psi
Repon No.: 36
E ECS Texas. Ll.P
4950 Keller Splinas Reid, Suite 480
J\.cldison, 11{ 7SOO1
(972) 392-3222
I..._..<lllll[~ (FAX) 39200102
~I~
Project:
Location:
Client: City of Coppell M Kenneth M. Griffin,
Gen. Contr.:
Cone. Contr.:
Concrete Supplier: Redi-Mix Concrete
Mix Designation: 1504
Added Water:
Truck No: 1355
Mix Strength: 3500 psi
Time Added:
Ticket No: 63007460
Batch Time: 04:20PM
Unit Wt.:
FlELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 940 F
Time Sampled:05:1 OPM
Concrete: 900 F
Slump:4.00 in.
Air Content~.50 % (P)
Sample Test Test TYPe Diameter Area Breaking Compr. Brk Break Review
No Date Age Cure In. In.2 Load,lbs Str.,psi l'yp by by
36020 09/1112007 7 Lab 6.00 28.27
36021 10/0212007 28 Lab 6.00 28.27 118240 4180 SN
36022 10/0212007 28 Lab 6.00 28.27 118432 4190 SN
36023 10/30/2007 56 Lab 6.00 28.27
sa~ In accordne wiIIl QlIW) ASTM C172, ~_lhat samples may have been lllk8l1 tom tile begilltlino mille toad afIf a mnlmlJll discharge of lIIlProxinalely one wbiC yard,
Cylindltmoldilg llI1d IabclrIlQyCUllng law ASTM C31, ~e5$ive &lrqlh _and brelIktype ilIwASTM~, s~ law C1~, a1tcontlntlaw ASTM em M orC231 (Pl,
~re _ ASTM C1064, and un~ W81ghllllw ASTM C131l. Cylllllet& are I8&lId uslno unbonded ClIps illW ASTM C1231 fIf.... ~pe<I USing sulphlll'
mortarllwC617. Brelk T,,*"te dassllled lIS: Type 1, 2. 3.4, S, or61aw C39-04a
FIELD CURING CONDITIONS:
Curing Box
X No Curing Box
Remarks: Eastbound Bethel Rd
Insulated
Heated
Cooled
X Caps
Ice
Other
Final Review By:
/2~L-
SN
Print Date:
10/0512007
Oct-05-2007 12:06
From-
llli-- ~IL~~'~'~'. ECS Te~ LLP
E 4950 KcllerSpriap Road,Saltt 480
Addilon, Tx 7500]
(972) 392-3%22
1I",')Il"';rr'I'Ia~_...It.l...Wi',1 (FAX) 392-0102
~"''l'''I'r.'\':''lr.I:r.I~
9723920102
T-947 P.002/005 F-143
LETTER OF TRANSMITT AL
October 5, 2007
City of Coppell
P.O. Box 9478
Coppell, TX 75019
A TIN: Mr. Rick O'Dell
RB: Bethel Road - CoppeD
Ees Job # 19;5O()1
Permits:
Location: .Bethel Road
Coppdl, TX
We are enclosing~
....x.... Materials Engineering Division Reports
....L For your use
....L. As requested
CC: TISEO Paying. Robert Caudill
ENCL:
Field Report # 78
Field Report # 80
09/28/2007
10/03/2007
tZ. __L-_
DlYidA.L'U
Principal Engineer
~~_............._....
Siddharth Neekhra
Project Engineer
Oct-05-2007 12:07
Frcm-
9723920102
T-947 P.004/005 F-143
... ECS Texas. LLP
49110 Kaller S" Road. SUitt 480
Addl$On, 1X 71001
(172)312"222
(FAX) 392.0102
FIELD REPORT
Projed
LocatiOll
Client
Berhcl Road - CoppeJl
Coppell, TX
City of Coppell- Ric:k O'Dell
19:5061
80
Wedncsday 10/0312007
9501 Sunny
1.7S
0.00
1.00
-
Totsl 2.7S
Re Obs.TIme 0.00
Projed No.
Report No.
Day & Dste
Weather
On-Site Time
Lab Time
Travel Time"
Rema,q
Tnp Charges" 18.00 TolIslPar1<:ing"
Chargeable Items Nuclear Gauge Rental
Mileage"
Time of Arrival Departure
01:00P O:Z:45P
· Travel time and milellge will be: billcxl in acrordance with the contract.
Summary ofhl'Ylces Performed (hid" data, locatIona, .....0118 & depths are estf~) & IndiYtdulls Contactad.
The undersigned arrived on site, as requested, to observe:
1; The placement and compaction of cement treated base for backfill at culven at stat 118+25.
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).
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.
By David M. Ellison, - Field Tecbnician
1800
906Z0