Gunner P2-LR000918 (2) TERRA-MAR. INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOL~STON LONGVIEW .4USTIN
l i050.4bles Lane. Dallas. Texas 75229 Phone.'972-488-8800 Fax.'972-488-$080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angle Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9. 18.-00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-074 City of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 8."10."00
Slump (in.): 4 - 6 Sampled By: E. Jennings
Air Content I'%'): N A Weather: Clear
Concrete Temp (:F): N A Supplier Mix: TXI.'9505
FIELD DATA: SET #1
Ticket .-.: 2'705955 Time Batched: 6:07 AM Time Sampled: 7:10 AM
Slump ('in.): 7 I '2 Air Conteut {"o): N-'A L-nit Weight ~pct): N-'A
Conc. Temp. i -'F): 88 Ambient Temp. {:Fl: 84 Yardage (c.y.): 90 c.y.
Placement Location: Building pad .---. 15. center of pad - 20' W & 10' S of middle of'pad
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
( Y LiNDERS \IOLDED AND CURED PER ASTM C3i. FES'i-ED PER ..\bi'M ('39. ('Ai'I'ED PER ASTM (_'1231
Set # Age Max Load Strength
Cylinder .e. Test Date Area (sq.in) Notes
1 (Days) (lbs) (psi)
081001 8/17/00 7 68610 28.27 2430
081002 9/7/00 28 97 180 28.27 3440
08 1003 9/7;'00 28 95120 28.27 3360
KAR
081004 Discard
(1) NORMAL ('YI_INDER SIZE 6" X 12". AREA 28 27 sq. in.. UNLESS NOTED ABOVE.
(2) UNBONDED ('AP SYSTEM USED L'NLESS O'['HERWISE NOIED ABOVE.
t3.~ FIELD TESTS .\RE PER .\PI~I_I('ABLE ASTM STANDARDS: C138. ("!43. C1 z2, ('231
sd arx D Dr,,.
Page I of 3 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D.dLLAS FOR T WORTH HOUSTON LONGFIEW .4 USTIN
11050.4bles Lane, Dallas. T¢:¥a$ 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."18'00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-074 City ofCoppell - Greg Sones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 8.'10:00
Slump (in.): 4 - 6 Sampled By: E. Jennings
Air Content (%}: N. A Weather: Clear
Concrete Temp t':F): N. A Supplier'Mix: TXI '9505
FIELD DATA: SET #2
Ticket #: 2706146 Time Batched: 7:48 A.X.-I Time Sampled: 8:35 A.M
Slump (in.): fi Air Content ~%): N-A Unit Weight ~pcf): N.'A
Conc. Temp. (:F): 90 Ambient Temp. I:F): 89 Yardage lc.y..! 160 c.v.
Placement Locanon: Building pad .--.15. S. end of pad - 30' N & 10' E from S\V comer of building
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
('YI .:NDERS MOI_DED AND ('I,'RED PER AS'i'M ~'3 ~. TESTED PER ASTS, i ('_;9. ('.-\l?fff) PER ASTM (':2_" I
Set a Age Max Load Strength
Cylinder .=." Test Date Area (sq.in) Notes
2 (Days) (lbs) (psi)
081005 8.-'17/00 7 73480 28.27 2600
081006 9/7/00 28 105990 28.27 3750
081007 9/7/00 28 103860 28.27 3670
IC&R
081008 Discard
(I ~ NORMAL CYLINDER SIZE O" X I~'' AREA 28.27 sq. m.. UNLESS NOTED ABOVE.
(.2) UNBONDED CY.P SYS'I'I~M USED UNLESS O'FHERWISE NOTED ABOVE
(3:.. FIELD TESTS ARE P!iR .\PPI_I('..\BI.E AS'FM S'I'.-XNi').-\RDS-
~d / Ga~' 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.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW .4L.'STIN
1 !050,4bles Lane. Dallas. Tt:ras ..
'5 ~9 Phone:972-488-8800 Fax.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angle Rawe
PROJECT: Karrmgton Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9-18.-00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-074 Ci¢' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): ?,-000 Placement Date: 8.'10.00
Slump (in.,}: 4 - 6 Sampled By: E. Jennings
Air Content (% }: N .-\ Weather: Clear
Concrete Temp (:F;: N-A Supplier'Mix: TXI. 9505
FIELD DATA: SET #3
Ticket ~: 2?06434 Time Batched: 10:22 AM Time Sampled: 11:00 AM
Slump (in.): 6 Air Content i°o): N.'A Unit Weight lpcf} N..'A
Conc. Temp. ~fF`}: 96 Ambient Temp. ~°F) 96 Yardage lc.3,..}: 80 c.v.
Placement Location: Building pad --.15. N. end of pad - 10' S. & center from NW corner of building
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
('YI .'."/[)ERS MOI.DED AND ~ '! Rk D PER ASTM ('_~ i. TESTED PER ASTM C30. CAPPED PER AS'I-*I ( ': 22- I
Age Max Load Strength
Set .=.' Cylinder 4 Test Date Area (sq.in) Notes
3 { Days) (lbs) (psi)
081009 8,'17.."00 7 79090 28.27 2800
0810 l 0 9.-"7.-"00 28 104310 28.27 3690
081011 9.-"7.-"00 28 113450 28.27 4010
ICAR
08 ! 012 Discard
{ 1 ) NORM.-kL CYLINI)ER SIZE ,3" X 12". AREA 28.27 sq :n.. UNLESS NOTED ABOVE
12) L:NBONDED CAP SYSTEM t.'SED .',_.-``/LESS O'[-HER\V[SE NOTED ABOVE.
(3~ FIELD TESTS .&RE. [-_-R .-\1 i I_I('.\BI,E ASTM S'I- \nil) \RDS: C 3R, Ci?, C172, ('231
Drv,
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.