Gunner P2-LR000918 - TERIL&-MAR, INC. -
GEOTECHNICA~ ENVIRONMENTAL AND :MATEI~.xLS ENGINEERS
D,4LL,4S FOR T WORTH HOUSTON LONG VIEW .4 USTIN
i1050 Ables Lane. Dalhm Texas 75229 Phone.'972-488-8800 Fax:972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angie Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9 18 00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-083 CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength ipsi~: 3000 Placement Date: 8.16."00
Slump {in.): ~' - ~ Sampled By: 5i. Yahvazdeh
Air Content (%): N A Weather: Clear
Concrete Temp I :'F):
FIELD DATA: SET #1
Ticket #: 2710799 Time Batched: 5:53 AM Time Sampled: 7:00 AM
Slump (in.): 4 l 2 Air Content ~%): N.-'A Unit Weight lpcf): N.'A
Conc. Temp. ~ ?F'}: 91._2) .\mbient Temp. (:'F): N.-A Yardage I.c.y. I: 40 ' 300
Placement Location: Slab on Grade - Building V:l S
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
('YI.INI)I~RS MOl_DEl)AND ('URED PER ASTM ('31. TESTED PER ASTM C39. C:\I~PED PER AST\I C'.23i
Set ~ Age Max Load Strength
Cylinder -~ Test Date Area (sq.in) Notes
1 fDays) (lbs) (psi)
081601 8/23/00 7 92860 28.27 3280
081602 9/13.."00 28 121510 28.27 4300
081603 9;13/00 28 128670 28.27 4550
ICS. R
i N()RMAL CYLINDER SIZE a" X 12". AREA 28.2- sq in.. UNLESS NO'rED ABOVE.
t2~ UNBONDED CAP SYSTEM t. SL:D UNLESS OT[ I[-:R~VISE NOTE[) ABOVE
,3~ F1EI_D TESTS ARE I ER .\1 I ...ICABLE ASTM ST.-\NDARDS: ¢'138. ('24_'-. ('1~2. C231
scl ~~&~~
Page 1 of 3 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERRA-MAR, INC. -
GEOTECHNICAL ENVIRONMENT:-~L AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGV[EI-F AUSTIN
/1050.4bles Lane. Dallas. Texas 75229 Phone.'972-488-8800 Fax.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION':
CLIENT: North American Communities Archon Group - Angle Rawe
PROJECT: Karrington Apartments North American Communities - Kurt H¢inbecker
REPORT DATE: 9-'18.00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-083 City of Coppell - Greg Jones
SPECIFICAIIONS PROJECI DAIA
Strength (psi'): }000 Placement Date: 8.-16 00
Slump (in.): '- - '~ Sampled By: M. Yahvazdeh
Air Content {% ~: N-A Weather: Clear
Concrete Temp lf-F): 85 to 95 Supplier'Mix: TXI. 9505
FIELD DATA: SET #2
Ticket .=: 2710936 Time Batched: 7:14 AM Time Sampled: 8:30 AM
Slump (in.): 6 1 2 Air Content (%): ,N.-'A Unit Weight (pct'}: N.-'A
Cone. Temp. (:Fl: 95 Ambient Temp. (°F}: 95 Yardage fc.v.}: 1,30.270
Placement Location: Slab on Grade - Budding s18
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST .RESULTS
('YI INDERS M(')LDED AND ('!.'RED PER AS'I-M C31. TESTED PER AS'FM C30. ('APPED PER .-\STM ('123;
Set # Cylinder # Test Date Age Max Load Area (sq.in) Strength Notes
2 (Dab's) (lbs) (psi)
081604 8:-'23.;00 7 70740 28.27 2500
081605 9.-'13,"00 28 98410 28.27 3480
081606 9..'13;00 28 103010 28.27 3640
IC4,R
(il NORMAl_ ('YI.INDER SIZE ,'¢' X 12". AREA 28.27 st:. il'~.. UNLESS NOTED ABOVE.
i2~ UNBONDED CAP SYSTEM USED UNLESS OTHERW!SE NOTED ABOVE.
t3., FIELD TESTS ARE PER ..XI'I'I_I('.-XBLE ASTM STANDARDS: CI38. C143. C172. C231
~e Gary D. Dry,
Page 2 of 3 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERIL&-MAR, INC. -
GEOTECHNICA,~ ENVIRONMENTAL AND MATEI~.~LS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW .4USTIN
11050.4bles Lane. Dalla.s. Tc:tas 75229 Phone.'972-488-8800 Fax:972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angie Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9.-'18.'00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-083 C/t3.' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 8.-'16.00
Slump (in.): 3 - 5 Sampled By: Y.I. Yahvazdeh
Air Content I%): N. A Weather: Clear
Concrete Temp t:F): 85 to 95 Supplier.-'Mix: TXI - 9505
FIELD DATA: SET #3
Ticket #: 2711134 Time Batched: 8:57 AM Time Sampled: 10:15 AM
Slump (in.): fi Air Content (%): N'A Unit Weight (pc£): N."A
Conc. Temp. t:F!: -)..~ Ambient Temp. (°F): 100 Yardage tc.y.): 230:"270
Placement Location: Slab on Grade - Building #19
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
('YLINDERS MOLDED AND ( :. RED PER AS'FM ('31. FES'I-ED !'ER ..\*'FM ('39. ('..\PPED PER..\STM L'1231
Set v; Age Max Load Strength
Cylinder ~ Test Date Area (sq./n) Notes
3 (Days) (lbs) (.psi)
081607 8/23/00 ? 87820 28.27 3110
081608 9."13/00 28 117000 28.27 4140
081609 9/13/00 28 114290 28.27 4040
KAR
(! ~ NORM.-\L ('YLINDER SIZE ~" X !2% AREA 28.27 .,,.q :n.. L'NLESS NOTED ABOVE.
~2.'. UNBONDED (.'.-\P SYSTEM I..:SED UNLESS OTHER'&-ISE NOTED ..\B()\.'E.
~3') FIELD I'ESTS .-\RE I'FR ..\PI'I.I('.-XBI.E .-\STM ST.xND.-\RDS. CI38. (';43. C1'2. ('231
~d Gary D Dry, --
Page 3 of 3 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.