ST9905-LR070407
~'" ECS Texas. LLP
4950 Keller S rl
.. ... . "."00. TX ~.:~ R.... So'le ."
P (972) 392-3222
(FAX) 392-0102
TI!XA8
FIELD REPORT
Project No.
Report No.
Day & Date
Weather
On-Site Time
Lab Time
Travel Time.
Total
Re Obs. Time
Project
Location
Client
Bethel Road C
- oppell
Coppell, TX
City of C
oppell - Carol Dye
Remarks
Trip Charges.
Chargeable Items
18.00
Tolls/Parking.
Mileage.
Time of
19:5061
167
Monday 04/07/2008
750/ Cloudy
0.25
0.00
1.00
1.25
0.00
Arrival
11:15A
Departure
11 :30A
* Travel time an .
~"m-:'Y ofSo~''''o Po.o"" (110'. tosl::~~7=;~" h< bill,d m _,d~ with th< '"0"'"
e un erslgned arri d ns, elevations & depths
b ve on it om ..lImot
egan I bour earlier than h t e. as requested. to observe ..) & 'o.M..." Coola""..
unable to obtain a samPl:;'~~~~kTeChniCian arrived asc;.~~:e;,~~a~em~nt. The placement
. IOlS ed pouring and was
r~ U~ ~ ~
CJ.l~it *1L~ dftU' /Jili U~~ f-
~~ lid cti11J ;; ytJt 1)}G t4 ;f~
{k1{ edit t{UIJ ~ 4fvJ~ \ ,Qke)
By Michael J. Cochran
,
Field Technician
1800
94609
'" ECS Texas, LLP
gs: 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TI!XA8
TO: City of Coppell
P.O. Box 9478
DATE: 04/07/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
ATTN: Ms. Carol Dye
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
135,136,137, 138, 139, 140, 141, 142, 143
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
JJJ~L
Davicf A. Lewis, P .E.
Principal Engineer
?~~
Enc L. ranc, . . .
Project Manager
By:
Concrete Cylinders Strength Report
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_T1!XA8
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
04/0212008
3500 psi
135
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Conc. Contr.:
Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta. 64+40, sampled at
approximatly Sta. 64+30
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 166
Mix Strength: 3500 pSI
Time Added:
Ticket No: 130
Batch Time: 09:03AM
Unit Wt.:
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 650 F
Time Sampled:09:45AM
Concrete: 720 F
Slump:3.50 in.
Air Content:3.50 % (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
39822 04/07/2008 5 Lab 4.00 12.56 61056 4860 3 ELBl
39823 04/09/2008 7 Lab 4.00 12.56
39824 04/30/2008 28 Lab 4.00 12.56
39825 04/30/2008 28 Lab 4.00 12.56
39826 04/30/2008 28 Lab 4.00 12.56
39827 OS/28/2008 56 Lab 4.00 12.56
Sampling In accordance With (law) ASTM C172, except that samples may have been taken from the beginmng of the load after a minimum discharge of approximately one cubic yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength lest and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P),
temperature iaw ASTM Cl 064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. 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:
ELBl
Print Date:
04/07/2008
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_TI!XM
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: B
04/02/2008
3500 psi
136
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Conc. Contr.:
Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta. 64+40, sampled at
approximatly Sta. 63+00
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 163
Mix Strength: 3500 pSt
Time Added:
Ticket No: 190
Batch Time: 09:38AM
Unit Wt.:
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 720 F
Time Sampled: 1 0: lOAM
Concrete: 730 F
Slump:4.00 in.
Air Content:3.80 % (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
39828 04/07/2008 5 Lab 4.00 12.56 55200 4390 4 ELBl
39829 04/09/2008 7 Lab 4.00 12.56
39830 04/30/2008 28 Lab 4.00 12.56
39831 04/30/2008 28 Lab 4.00 12.56
39832 04/30/2008 28 Lab 4.00 12.56
39833 OS/28/2008 56 Lab 4.00 12.56
Sampling In accordance With (law) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 0/) or C231 (P),
temperature iaw ASTM Cl064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. 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:
ELBl
Print Date:
04/07/2008
~ ECS Texas, LLP
gs: 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0 102
_TI!XAlI
Concrete Cylin4ers Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: C
04/02/2008
3500 psi
137
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta. 64+40, sampled at
approximatly Sta. 57+40
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 161
Mix Strength: 3500 pSI
Time Added:
Ticket No: 200
Batch Time: 09:45AM
Unit Wt.:
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 730 F
Time Sampled:l0:20AM
Concrete: 740 F
Slump:4.00 in.
Air Content:3.50 % (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
39834 04/07/2008 5 Lab 4.00 12.56 63968 5090 3 ELB1
39835 04/09/2008 7 Lab 4.00 12.56
39836 04/30/2008 28 Lab 4.00 12.56
39837 04/30/2008 28 Lab 4.00 12.56
39838 04/30/2008 28 Lab 4.00 12.56
39839 OS/28/2008 56 Lab 4.00 12.56
. . . .
Sampling In accordance with (law) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum dIScharge of approximately one cubiC yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 M or C231 (P),
temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. 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:
ELBl
Print Date:
04/07/2008
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
. Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
TmCA8
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: D
04/02/2008
3500 psi
138
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta. 64+40, sampled at
approximatly Sta. 59+50
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 166
Mix Strength: 3500 pSI
Time Added:
Ticket No: 230
Batch Time: 10:03AM
Unit Wt.:
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 740 F
Time Sampled:10:40AM
Concrete: 750 F
Slump:4.00 in.
Air Content:3.60 % (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
39840 04/07/2008 5 Lab 4.00 12.56 58970 4690 3 ELB]
39841 04/09/2008 7 Lab 4.00 12.56
39842 04/30/2008 28 Lab 4.00 ]2.56
39843 04/30/2008 28 Lab 4.00 12.56
39844 04/30/2008 28 Lab 4.00 ]2.56
39845 OS/28/2008 56 Lab 4.00 ]2.56
. . . .
Sampling in accordance With (law) ASTM Cl72, except that samples may have been taken from the beginning of the load after a minimum 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 (V) 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 jaw C6l? 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:
ELB]
Print Date:
04/07/2008
Concrete Cylinders Strength Report
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_TI!XM
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: E
04/02/2008
3500 psi
139
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Conc. Contr.:
Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta. 64+40, sampled at
approximatly Sta. 56+00
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 161
Mix Strength: 3500 pSI
Time Added:
Ticket No: 350
Batch Time: 11:51AM
Unit Wt.:
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 740 F
Time Sampled:12:40PM
Concrete: 750 F
Slump:4.25 in.
Air Content:3.50 % (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
39846 04/07/2008 5 Lab 4.00 12.56 50560 4020 3 ELBl
39847 04/09/2008 7 Lab 4.00 12.56
39848 04/30/2008 28 Lab 4.00 12.56
39849 04/30/2008 28 Lab 4.00 12.56
39850 04/30/2008 28 Lab 4.00 12.56
39851 OS/28/2008 56 Lab 4.00 12.56
. . . .
Sampling In accordance with (law) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubiC yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 M or C231 (P),
temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using un bonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. 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:
ELBl
Print Date:
04/07/2008
Concrete Cylinders Strength Report
~ ECS Texas, LLP
gs: 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0] 02
_'1'BXM
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: F
04/02/2008
3500 psi
140
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta. 64+40, sampled at
approximatly Sta. 55+40
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 166
Mix Strength: 3500 pSI
Time Added:
Ticket No: 450
Batch Time: 01 :30PM
Unit Wt.:
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 750 F
Time Sampled:02:10PM
Concrete: 760 F
Slump:4.00 in.
Air Content:3.50 % (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
39852 04/07/2008 5 Lab 4.00 12.56 60256 4800 3 ELB1
39853 04/09/2008 7 Lab 4.00 12.56
39854 04/30/2008 28 Lab 4.00 12.56
39855 04/30/2008 28 Lab 4.00 12.56
39856 04/30/2008 28 Lab 4.00 12.56
39857 OS/28/2008 56 Lab 4.00 12.56
. . . .
Sampling In accordance With (law) ASTM C 172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubiC yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 0/) or C231 (Pl,
temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. 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:
ELBl
Print Date:
04/07/2008
Concrete Cylinders Strength Report
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
. Addison, TX 75001
(972) 392-3222
(FAX)392-0102
_TEXAS
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: G
04/02/2008
3500 psi
141
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Stmc. Eng.: Conc. Contr.:
Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta. 64+40, sampled at
approximatly Sta. 54+90
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 163
Mix Strength: 3500 pSI
Time Added:
Ticket No: 580
Batch Time: 02:50PM
Unit Wt.:
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 760 F
Time Sampled:03:35PM
Concrete: 780 F
Slump:4.25 in.
Air Content:3.40 % (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
39858 04/07/2008 5 Lab 4.00 12.56 59296 4720 4 ELBl
39859 04/09/2008 7 Lab 4.00 12.56
39860 04/30/2008 28 Lab 4.00 12.56
39861 04/30/2008 28 Lab 4.00 12.56
39862 04/30/2008 28 Lab 4.00 12.56
39863 OS/28/2008 56 Lab 4.00 12.56
Sampling in accordance with (iaw) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (Pl,
temperature iaw ASTM C1 064, and unit weightiaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. 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:
ELBl
Print Date:
04/07/2008
~ ECS Texas, LLP
gs: 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
Concrete Cylinders Strength Report
_T1!XA8
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: H
04/02/2008
3500 psi
142
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta. 64+40, sampled at
approximatly Sta. 53+30
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 166
Mix Strength: 3500 psi
Time Added:
Ticket No:
Batch Time:
Unit Wt.:
650
04:00PM
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 760 F
Time Sampled:04:40PM
Concrete: 750 F
Slump: 4.00 in.
Air Content:3.50 % (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
39864 04/07/2008 5 Lab 4.00 12.56 53724 4280 3 ELBl
39865 04/09/2008 7 Lab 4.00 12.56
39866 04/30/2008 28 Lab 4.00 12.56
39867 04/30/2008 28 Lab 4.00 12.56
39868 04/30/2008 28 Lab 4.00 12.56
39869 OS/28/2008 56 Lab 4.00 12.56
. . . .
Sampling In accordance with (law) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P),
temperature iaw ASTM C1 064, and unit weightiaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. 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:
ELB1
Print Date:
04/07/2008
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
Concrete Cylinders Strength Report
_TI!XAS
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: K
04/02/2008
3500 psi
143
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Conc. Contr.:
Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta. 64+40, sampled at
approximatly Sta. 51 +00
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 165
Mix Strength: 3500 psi
Time Added:
Ticket No: 772
Batch Time: 05:54PM
Unit Wt.:
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 750 F
Time Sampled:06:30PM
Concrete: 760 F
Slump:4.25 in.
Air Content:3. 80 % (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
39870 04/07/2008 5 Lab 4.00 12.56 55744 4440 3 ELBl
39871 04/09/2008 7 Lab 4.00 12.56
39872 04/30/2008 28 Lab 4.00 12.56
39873 04/30/2008 28 Lab 4.00 12.56
39874 04/30/2008 28 Lab 4.00 12.56
39875 OS/28/2008 56 Lab 4.00 12.56
. . . .
Sampling In accordance With (law) ASTM Cl72, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 M or C231 (P),
temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are 1ested using un bonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. 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:
ELBl
Print Date:
04/0712008