Gunner P2-LR000915 TERRA-M.~ INC.
GEOTECHNICAL ENVIRONMENT.aL .,kiND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables 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 Heinbecker
REPORT DATE: 9i15/00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-097 City. of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date:
Slump (in.): 5" max Sampled By: Contractor
Air Content (%): 3 - 6 Weather:
Concrete Temp (°F): ~ Supplier.-'Mix: TXI
FIELD DATA: SET #1
Ticket ~: N;A Time Batched: N."A Time Sampled: N '.4.
Slump (in.): N.-'A Ah' Content (%): N.-'A Unit Weight (pcf): N."A
Conc. Temp. (°F): N."A Ambient Temp. (°F): N..'A Yardage (c.y.): N-"A
Placement Location: Paving
Sample Location: About 40' S. & 30' E. of NE comer of building -~17.
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED ASD CURED PER ASTM C~ 1, TESTED PER ASTM C39, CAPPED PER ASTM C!2~ 1
Set # Age Max Load Strength
Cylinder # Test Date Area (sq.in) Notes
lA (Days) (lbs) (psi)
090701A 9.,"14/'00 7 58040 28.30 2050
090702A 10/5/00 28
090703A 10/5/00 28
KAR
090704A Hold
(1) NORMAL CYLINDER SIZE 6" X i 2", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C~38. C 143. C172, C231
Additional Distribution:
id Gary D. Dry,
Page I of 1 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-M.~ INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables 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 Heinbecker
REPORT DATE: 9/15..'00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-091 Ci~' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 8..'25/00
Slump (in.): ~q +'- 1 Sampled By: S. Adli
Air Content (%): 4 - 6 Weather: Clear
Concrete Temp (:F): 95 max Supplier.'Mix: TXI ." 9505
FIELD DATA: SET #1
Ticket ~: 2719068 Time Batched: 5:40 AM Time Sampled: 6:00
Slump (in.): 3 3.'4 Air Content (%): 4 Unit Weight (pcf): N."A
Conc. Temp. (CF): ~ Ambient Temp. (:F): 80 Yardage (c.y.): 20.-'70
Placement Location: Detached garage south of building "G"
Sample Location: Slab. I0' N. & 5' W. from SE comer of pad
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C3 l, TESTED PER ASTM C39, CAPPED PER ASTM C 1231
Set # Age Max Load Strength
Cylinder # Test Date ,4a-ea (sq.in) Notes
1 (Days) (lbs) (psi)
082501 9."1.."00 7 100210 28.27 3540
082502 9/22/00 28
082503 9.-."'22/00 28
KAR
082504 Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231
Additional Distribution:
id Gary D. Dry,
Page I of 2 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 MATERL-kLS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW ,4 L'STIN
l1050 Ables 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: Karrmgton Apartmems North American Communities - Kurt Heinbecker
REPORT DATE: 9.,' 15/00 C.D. Constxuction - Garreth Campbell
TMI REPORT #: DC00-040-091 CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 8."25.-'00
Slump (in.): 5 *:'- 1 Sampled By: S. Adli
Air Content (%): 4 - 6 Weather: Clear
Concrete Temp (°F): 95 max Supplier.:Mix: TXI :' 9505
FIELD DATA: SET #2
Ticket a: 2719121 Time Batched: 6:10 AM Time Sampled: 6:45 ANt
Slump (in.): 4 Air Content (%): 4 Unit Weight (pct): N."A
Conc. Temp. (°F): ~ Ambient Temp. (°F): 80 Yardage (c.y.): 60."70
Placement Location: Detached garage west of building .~13
Sample Location: 5' N. & 10' W. from SE comer
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CC'RED PER ASTM C317 TESTED PER ASTM C39. CAPPED PER ASTM C1231
Set # Age Max Load Strength
Cylinder # Test Date Area (sq.in) Notes
2 (Days) (lbs) (psi)
082505 9/1/00 7 97860 28.27 3460
082506 9/22/00 28
082507 9/22/00 28
KAR
082508 Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., L_~LESS NOTED ABOVE.
(2) L.~BONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
[3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C143, C172, C231
Additional Distribution:
id Gary D Dr,,,
Page 2 of 2 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 .4USTL\:
11050.-lbles 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 -Angie Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9.'15"00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-096 CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength lpsil: 3000 Placement Date: 9-'7.00
Slump (in.): q" max Sampled By: C. Kalu
Air Content ~'! b'!: '- - 6 Weather: Clear
Concrete Temp I.:F): 95 Supplier.-Mix: TXI.'8203
FIELD DATA: SET #1
Ticket g: 2'728871 Time Batched: 8:20 AM Time Sampled: 9:1 ~
Slump tin.): 5 l 4 Air Content (%): 4.~ [init Weight ~pct'}: N.'A
Conc. Temp. ~:FI: 9'~ Ambient Temp. I?F): ~ Yardage tc.y.): 140
Placement kocanon: Pax-in,z,
Sample Location: About 35' W. & 20' S. of NW comer of building ~19
Remarks:
CONCRETE COMPRESSION TEST RESULTS
(.'YI.INDERS M(.)I.DED AND ('!,'REI) PER ASTM {,"3 ~. TLS'FED PER .~,b'l'5.1 C3'). C.\PPED PER .\S'['M ( 123i
Set # Age Max Load Strength
Cylinder ~ Test Date Area (sq.in) Notes
1 (Days) (lbs) (psi)
090701 9.."14/00 7 81690 28.30 2890
090702 10/5/00 28
090703 10/5;00 28
KAR
090704 Hold
~ 1 ) NORMAL CYLINDER qlZE ."," X :. 2". AREA 28 27 sa in.. UNLESS NOTED ABOVE
!2) UNBONDED (.'AP SYSTEM ! '5, I£D UNLESS OTi !ERWISE NOTED ABOVE
133 FIELD 'rESTS ARE PER :\PPI.I(' \BLE ASTM S'I':X. ND:\I~.DS: ('138. ('142. C'l'72. (723~
Additional Distribution:
id Gar3' D. Dry,
Page I of 2 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.
TERI~a.-MAIL INC.
GEOTECHNIC.&L ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane. Dallas. Texas 75229 Phone:972-488-8800 Fax.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Commuuit~es Archon Group - Angie Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9 15-00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-096 CiD, of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength {psi): 3000 Placement Date: 9.-'7.'00
Slump (in.'): ~" max Sampled By: C. Kalu
Air Content Ch,): 2 - 6 Weather: Clear
Concrete Temp ~ :'F ~: 9_L5 Supplier.-Mix: TXI. 8203
FIELD DATA: SET #2
Ticket v:: ..... -) 1 Time Batched: 12:00 PM Time Sampled: 1:15 PM
Slump (in.): 6 Air Content (%~: 4.._~5 Unit Weight (pcfl: N."A
Conc. Temp. I::F): 9_~--' AmNent Temp. (~F): 9._!.1 Yardage (c.y'.): 250
Placement Location: Paving
Sample Location: About 20' S. & 40' \V. of NW corner of building #20
Remarks:
CONCRETE COMPRESSION TEST RESULTS
('YI_i\DERS MOLDED AND ('[.RED PER ASTM C31. TESTED PER AS'I'M C39. CAPPED ['ER ASTM ('i231
Set # Cy.'linder # Test Date Age Max Load Area (sq.in) Strength Notes
2 (Days) (lbs) (.psi)
090705 9-' 14:"00 7 57160 28.30 2020
090706 10.."5,"00 28
090707 10.."5.."00 28
090708 Hold
(1) NORMAL CYLINL)ER SIZE 0" X !2". AREA 28.2- ~q. in.. UNLESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED UNLESS OTI IER\VISE NOTED ABOVE.
(3 } FIELD TESTS AR[ I'!iR AI'PI.:('.\BI_E ASTM S'l ..\NDARDS. (': 3g, C'l -;3. C 172. C23 I
Additional Distribution:
id Gary D. Dr3',
Page 2 of 2 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 'I-MI. Results apply only to above tests.
TERILA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D.4LL.4S FORT WORTH HOUSTON LONGVIEW AL:STIN
//050.4bles 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 - Angie Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9- 15 00 C.D. Construction - Garreth Campbell
T.MI REPORT #: DC00-040-093 CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: $.-,31.:00
Slump (in.): ~" max Sampled Bx': C. Kalu
Air Content ~%): ', - 6 Weather: Clear
Concrete Temp ( :F ~: 95 Supplier.-_Mix: TXI.-8~0_,
FIELD DATA: SET #1
Ticket ~: 2724061 Time Batched: 5:51 AM Time Sampled: 6:45 AM
Slump (in.): 5 ! 2 Air Content I':%): 5.3 Unit Weight Ipc/): N.-'A
Cone. Temp. {:FI: 9.~q Ambient Temp. (:'F~: 8._~.' Yardage Ic.y.~: 3._9_0
Placement Location: Paving
Sample Location: About 20' S. & 35' 15. of NE comer of building -~12
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYI.iX.I)ERS M()LDED AND CURED PER .-\STM C31. TESTED PER ASTM C29. C.-\PPED PER AS'tM C123 i
Set # Age Max Load Strength
Cylinder ~ Test Date Area (sq.in) Notes
1 (Days) (lbs) (psi)
083101 9;7...'00 7 58790 28.27 2080
083102 9.'28.-"00 28
083103 9..28:'00 28
083104 Hold
( I '~ NORMAL CYLINDER SIZE 6" X 12", AREA 25.2': sq. :n.. UNLESS NOTED ABOVE.
(2~ L'.'NBONDED ('AP SYSTEM I.~SED I.~NLESS OT11ERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER :\['['I.!('ABLE ASTM S'I'.\ND-xRDS: CI~8. (']43. C172, C23:
Additional Distribution:
,d Gary D
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.
TERmLY-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW .4 USTL'V
/ 1050.4bles Lane. Dallas. Te: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: 9-15-O0 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-093 CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 8'31 00
Slump (in.): ~" max Sampled By: C. Kalu
Air Content i%): 3 - 6 Weather: Clear
Concrete Temp i:F!: 95 Supplier. Mix: TXI.:8203
FIELD DATA: SET//2
"'~'~"~" 8:32 AM Time Sampled: 9:20 AM
Ticket '~: _ -_-,-,_, Time Batched:
Slump ;'in.. ): ~ Air Content (%): =~ Unit Wei,,ht= ~ pct'):. N..'A
Conc. Temp. (:'F~: 99 Ambient Temp. (:FI: 99 Yardage Ic.y.I:
Placement Location: Paving
Sample Location: .&bout 100' S. & 15' E. of NE corner of building ;12
Remarks:
CONCRETE COMPRESSION TEST RESULTS
('Y[_INDLRS MOLDED AND Ut:RED PER ASTM C3i, TESTED PER ASTM C30.('APPED PER.-\S'FM C~23i
Set # Age Max Load Strength
Cylinder # Test Date Area (sq.in) Notes
2 (Days) (lbs) (psi.)
083105 9/7.-'00 7 66390 28.27 2350
083106 9/28/00 28
083107 9/28;00 28
ICa, R
083108 Hold
(! } NORMAL C'YLiNI)ER SiZE 6" X 12", AREA 28..2'7 sq. in.. UNLESS NOTED ABOVE.
~2'~ UNBOND[!D CAP SYSTEM USED UNLESS OTtIEIO3. ISE NOTED ABOVE
t3.~ FIELD TESTS ARE PI!R API'LI('ABLE ASTM S'FANI')ARDS: C138. ('!-.t3. C1'72. (_7231
Additional Distribution:
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 -FMI. ~esults apply only to above tests.
TERIL&-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D.4LLAS FORT WORTH HOUSTON LO:\:GVIEW .4 USTIN
l l050.4bles Lane, Dalhts. Texas /)z,9 Phone:972-488-8800 Fax.'9.,_'-488-,~080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Conununities Archon Group - Angie Rawe
PROJECT: Karrmgton Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9-15.-00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-093 City of Coppell - Greg Jones
SPECIFICAIIONS PROJECT DATA
Strength (psi): 3000 Placement Date: $"31 0O
Slump (in.): 5" max Sampled By: C. Kalu
Air Content (%): 3 - 6 Weather: Clear
Concrete Temp ~ :F~: 95 Supplier Mix: TXI.-8203
FIELD DATA: SET #3
Ticket .-v: 2724795 Time Batched: 11:1 r AM Time Sampled: 12:20 PM
Slump {in.'): 4 I 2 Air Content ¢~,d: 5.2 L'nit \\'eight {pct): N.-'A
Conc. Temp. I'~F~: 10q .-\inbient Temp. (:F): 105 Yardage lc.y.): 270
Placement Location: Paving
Sample Location: About 20' S. & 40' E. o£SE comer of building :;12
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINI)kRS MOLDED AND t '[iRkl) PER AS'I'kl (_'3 I. TESTED Pt:R AS'FM (_'~9. CAPI~EI) PER :\STM ('122 I
Set # Age Max Load Strength
Cylinder .e Test Date Area (sq.in) Notes
3 (Days) (lbs) (psi)
083109 9:7.-'00 7 55450 28.27 1960
083110 9..'28..;00 28
083111 9.-'28.."00 28
IC&R
083112 Hold
(!.~ NORMAL CYLINDER .siZE (¢' X ~2". ARE:\ 28 2- sq. m. UN[_ESS NOTED ABOVE.
!2) UNBONDED C:\P .SYSTEM USED UNLESS OTI-[kRW[SE NOTED ABO\:E
(3) FIELD TESTS ARE !'ER :\PPI.iU:\BLE ASTM STANDARDS: C138. £'~43. (_'!72. (_'231
Additional Distribution:
,0 .' . Dr.;',
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.
- TERRA-M.~ INC.
GEOTECHNIC.~ ENVIRONMENTAL :~ND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables 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 - Angie Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9."15:00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-097 Ciw of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 9."7 O0
Slump (in.): 5" max Sampled By: Contractor
Air Content (%): ~ - 6 Weather: fflcar
Concrete Temp (:F): ~ Supplier;Mix: TXI
FIELD DATA: SET #1
Ticket :~: ,N.:A Time Batched: N."A Time Sampled: N.:A
Slump (in.): N.-'A Air Content (%): N."A Unit Weight (pcf): N."A
Conc. Iemp. (°F): N;A Ambient Temp. (°F): N."A Yardage (c.y.): N.'A
Placement Location: Paving
Sample Location: About 40' S. & 30' E. of NE comer of building el7.
Remarks: * indicates that the 28 davs strength does not meet the project specifications.
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER AST.M C3[, 'rES'rED PER ASTM C39. CAPPED PER ASTM C123i
Set .=.' Age Max Load Strength
Cylinder # Test Date Area (sq.in) Notes
lA. (Days) (lbs) (psi)
090701A 9/14;'00 7 58040 28.30 2050
090702A 10/5/00 28 79420 28.27 2810 *
090703A 10/5/00 28 89570 28.27 3170
IC.a,R
090704A Hold
(i) NORMAL CYLINDER SIZE 6" X !2", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) L.rNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
t3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C1-:3. C 172. C231
Additional Distribution:
id Gary'). Dry, to/~/~
Page 1 of I 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.
T E RRA-M.;-kR, INC.
GEOTECHNICAL ENVIRONMENTA.L AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables 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 -Angie Rawe _
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9..'15..00 C.D. Construction - Garreth Campbell
IMI REPORT #: DC00-040-096 Ci~' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 9..'7'00
Slump (in.): 5" max Sampled By: ~, Kalu
Air Content (%1: } - 6 Weather: Clear
Concrete Temp (~F): 95 Supplier..'Mix: TXI..8203
YIELD DATA: SET #1
Ticket ~: 2'7.,28871 Time Batched: 8:20 AM Time Sampled: 9:17
Slump (in.): ,q 1 ."4 Air Content (%): 4.~8 Unit Weight (pcf): N"A
Conc. Temp. (:F): 95 Ambient Temp. (°F): 88 Yardage (c.y.): 140
Placement Location: paving
Sample Location: About 35' W. & 20' S, of NW comer of building *19
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C3~. TESTED PER ASTM C39. CAPPED PER AS'I'M CI 2_al
Set ~; Cylinder # Test Date Age Max Load Strength
1 ' (Days) (lbs) ~M'ea (sq.in) (psi) Notes
090701 9/14/00 7 81690 28.30 2890
090702 10/5/00 28 102310 28.27 3620
090703 10/5/00 28 93690 2 8.27 3310
KAR
0~0704 Ho!d_ ........
(1) NORY, IAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in.. U~LESS NOTED ABOVE.
(2) LrNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, Ci 72, C231
Additional Distribution:
Page 1 of 2 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 AaND MATERIALS ENGINEERS
DALL4S FORT WORTH HOUSTON LONGVIEW AUSTIN
l l050 Ables 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 - Angie Rawe _
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9.,'15.-'00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-096 Ci~' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 9.."7-00
Slump {lin.'): y' ma~ Sampled By: ¢. Kalu
Air Content (%): 3 - 6 Weather: Clear
Concrete Temp (°F): 9_~ Supplier:'Mix: TX1:'8203
FIELD DATA: SET #2
Ticket ~: 2729291 Time Batched: 12:00 PM Time Sampled: 1:15 PM
Slump ('in.): {5 Air Content (%): 4.5 Unit Weight (pc/'): N A
Conc. Temp. t.:F): 97 Ambient Temp. {:F): 91 Yardage (c.y.): 250
Placement Location: Paving
Sample kocation: About 20' S. & 40' W. of NW comer of building #20
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39, CAPPED PER ASTM C! 231
Set # Age Max Load Strength
2 Cylinder # Test Date (Days) (lbs) Azea (sq.in) (psi) Notes
090705 9/14/00 7 57160 28.30 2020
090706 10.."5/00 28 87430 28.27 3090
090707 10/5/00 28 85850 28.27 3040
KAR
090..708 Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., L-.~LESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
~,3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143. C172. C231
Additional Distribution:
%.%
Page 2 of 2 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.