Gunner P2-LR000921 (2) '- TERRA-MAR, INC. '-
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D.4LLAS FORT WORTH HOUSTON LONGVIEW AUSThV
11050 Ables Lane. Dallas. Tt:x'as 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 Heinbecker
REPORT DATE: 9-'21.00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-095 City of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 9'1 00
Slump (in.): I - 5 Sampled By: C. Kalu
Air Content (% ~: 3 - 6 \Veather: Clear
Concrete Temp ~ ~F I: 9_~~ Supplier.-Mix: TXI
FIELD DATA: SET #1
Ticket -7.: 2725473 Time Batched: 6:43 AM Time Sampled: 7:45 AM
Slump (in.): N A Air Content I%~: 4.5 Unit Weight Ipcf): N..'A
Conc. Temp. (~F~: 97 Ambient Temp. (~F): 98 Yardage ~c.y. ~: 20
Placement Location: Paving
Sample Location: Approximately 20' N & 35' W of SW comer of Building --'13
Remarks:
CONCRETE COMPRESSION TEST RESULTS
C':'I_INDERS MOLDED AND ('UI~,kD PER ASTM ('3 I. TESTED PER AS'tM C39. ('APPED PER ASI'M C: 231
Set # Age Max Load Strength
Cylinder ~- Test Date Area (sq.in) Notes
1 (Days) (lbs) (psi)
090101 9/8/00 7 68150 28.27 2410
090102 9."29/00 28
090103 9.-'29/00 28
KAR
090 104 Hold
t.I ~ NORMAL. CYI.INDER SIZE ,'," X :2". AREA 28.2~ .~q. 'n.. UNLESS NOTE[) ABOVE
~2) UNBONDED CAP SY~-I'EM I'SED L'NLESS OTiIERWISE NOTED ABOVE
~3, FIELD TESTS ARE PER Al'I'Ll( ABLE ASTM STANDARDS. C]38. ('143, C]72. C23'.
sd Gary D. Dry,
Page 1 of 3 CME Manager - Dallas
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 ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LO:¥GFIEW .4 USTL¥
11050 Ables Lane. Dallas. Texas 75229 Phone.'972-488-8800 Fax.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBL-TION:
CLIENT: North American Conm~unities Archon Group - Angle Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9-21.-00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-095 CiR' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength Ipsi): 3000 Placement Date: 9.'1.00
Slump lin. l: I - 5 Sampled By: C. Kalu
Air Content ~'?',,!: ~- - 6 Weather: Clear
Concrete Temp (:F): 95 Supplier'Mix: TXI
FIELD DATA: SET #2
Ticket ~: 2725930 Time Batched: 10:02 .-\M Time Sampled: 11:01 AM
Slump (in.J: 5 Air Content t%): 5.~8 Unit Weight lpc¢): N.-A
Conc. Temp. f':Fl: 1()(~) Ambient Temp. (°F): 103 Yardage {c.y.l: 150
Placement Location: Paving
Sample Location: Paving: approximately 20' N & 30'W of SW corner of Building el4
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYI.INDERS MOLDED AND (!_ RED PER ASTM C31,TESTED PER AS'FM t'39. C.-\PPED PER ASTM £']231
Set e Age Max Load Strength
Cylinder =. Test Date Area (sq.in) Notes
3 (Days) (lbs) (psi)
090109 9/8/00 7 67890 28.27 2400
090110 9/29/00 28
090111 9/29i00 28
ICAR
090112 Hold
(i ~ NORMAL CYLINDER SIZE (¢' X 12"..AREA 28.2- sq. :n.. UNLESS NOTED ABOVE.
~2~ UNBONDED CAP SYSTEM t. SED UNLESS OTHER\VISE NOTED ABOVE.
(3'~ FIELD TESTS -\RE PER .-\PPI_I('ABLE ASTM ST.\ND.ARDS: ('138. ('i-1.3. (_'!72. C231
Gar}' D. .
Page 2 of 3 CME Manager - Dallas
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 ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGI,'IEW .4 USTIN
11!)50,4hies Lane. Dallas. Tt:xas 75229 Phone.'972-488-$800 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.-21 00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-095 City of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 9.-'1.00
Slump (in.): I - 5 Sampled By-': C. Kalu
Air Content /°,,~: 2 _ 6 Weather: Clear
Concrete Temp ( :F ~: 95 Supplier.-Mix: TXI
FIELD DATA: SET g4
Ticket ~.... ,_~-r'wo,~'>. ~,,_,:_ Time Batched: 12:56 PM Time Sampled: 1:50 PM
Slump (in.): 6 1 2 Air Content (%): 4.75 L'nit \Veight (pcB: N-A
Conc. Temp. t':F): 9._E~ Ambient Temp. (=F): 102 Yardage (c y. ): 250
Placement Location: Paving
Sample Location: Approximately 40' W & 20' N of NW corner of Building ~14
Remarks:
CONCRETE COMPRESSION TEST RESULTS
("¢LI\I')I:?,S MOLDED AND t '! 'RED PER ASTM ('3 I. I'ESTED PER ..\:4T\l ("3'). ('APPED Pi_:R .kSTN1 (': 231
Set ~ Cylinder v. Test Date Age Max Load Area (sq.in) Strength Notes
4 (Days) (lbs) (psi)
090113 9.."8:"00 7 57550 28.27 2040
090114 9/29/00 28
0901 l 5 9/29/00 28
IC'AR
090116 Hold
(i ~ NORMAL CYLINDER blZE ~" X 12", AREA 2S 2- :,,~. :n.. UNLESS NOTED ABOVE
¢2~ I_,:NBONI'JED (,'.-\P SYS'I'EM USED UNLESS O'I'HERV~'!.SE NOTED .-\BOVE.
,3'~ FIELD TESTS ARE PER ..\PI LI('ABLE ASTM S'- \ND.-\RDS: C'; *.,.1. C~:3. ('172. ('231
Page 3 of 3 CME -:Manager- Dallas
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.