Gunner P2-LR001002 (3) TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
1/050 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: 10.-'2.-00 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.}: 5" max Sampled By: C. Kalu
Air Content (%): 3 - 6 VCeather: Clear
Concrete Temp t:'F): ~ Supplier.-Mix: TXI-'8203
FIELD DATA: SET #1
Ticket #: 2724061 Time Batched: 5:51 AM Time Sampled: 6:45 AM
Slump (in.): 5 I 2 Air Content (%): ~_~ Unit Weight ~pct'~: N."A
Conc. Temp. (:F): 9_~5 Ambient Temp. ~F): 85' Yardage tc.y.'.~: ~
Placement Location: Paving
Sample Location: About 20' S. & 35' E. of NE corner of building #12
Remarks: *Indicates that the 28 day strength for a individual cylinder does not meet the
required specification.
CONCRETE COMPRESSION TEST RESULTS
('Y[_INDERS MOLDED AND ('L. RED PER AS'I'M ('31. TESTED PER ASTM ('39. U:\PPED PER ASTNI (.'123
Set ,'4 Age Max Load Strength
Cylinder v.. Test Date Area (sq.in) Notes
1 (Days) (lbs) (psi)
083101 9.'7/00 7 58790 28.27 2080
083102 9.."28/00 28 84080 ' 28.27 2970*
083103 9.-'28.."00 28 95870 28.27 3390
KAR
083104 10,'"26;'00 56
(I ~ NORMAL CYI.INDER SIZE 6" X 12". AREA 28.2" sq. 'n. UNLESS NOTED ABOVE.
~2~ UNBONDED CAP SYSTEM USED UNLESS O'I'HERWISE NOTED ABOVE.
~3) FIELD TESTS ARE PER APPI_I('.kBLE ASTM STANDARDS: CI3,q. ('~43. C172. C231
~0 Gary D. Dry,
Page 1 o£ 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 AUSTIN
11050.4hies Lane. Dallas. Texas 75229 Phone.'972-488-8800 Fax.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Conm~unities Archon Group - Angle Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 10.-'2.00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-093 Ci~, of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 8.-'31 00
Slump (in.): ~" max Sampled By: C- Kaltt
Air Content t'",,~: '- - 6 Weather: Clear
Concrete Temp (:'FI: 9.~ Supplier.-Mix: TXI.-'8203
FIELD DATA: SET #2
Ticket #: 2';24423 Time Batched: 8:32 AM Time Sampled: 9:20 AM
Slump (in.): -2- Air Conte6t ('?~: 5 Unit Weight ~pcf~:
Conc. Temp. I': F ~: 99 Ambient Temp. ( :F): 99 Yardage ~ c.y. ~: 150
Placement Location: Paving
Sample Location: About I00" S. & 15' E. of NE comer of building -'12
Remarks:
CONCRETE COMPRESSION TEST RESULTS
C'YLINDERS ".I(')LDED AND (.'t. RI!I) PER .\STM C'31. TESTED PER ..\S-[-M C3t). C'APPI~I) PER .\S'FN1 ('1231
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 100620 28.27 3560
083107 9/28/00 28 96740 28.27 3420
KAR
083 108 Discard
(1 ') NORMAL CYI_INI)I(R SIZE 6" X ~2". AREA 28.2- so. m.. UNLESS NO'I'ED ABOVE.
~2) UNBONDED CAP '4YSI'EM [-SE[) UNLESS OTHERWISE NOTE[) ABOVE.
(3) FIELD TESTS .-kP, E PER .-\ PI'I.It.'.-\BLE ASTM ST.XNI)ARDS: CI2'N. (_'~43. ('172.
~d 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--k-MAIL INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW .4USTIN
11050 Ables Lane. Dallm. Texas 75229 Phone.'972-488-8800 F&r.'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: 10.-2.'00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-093 City of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 8-"31.-00
Slump (in.): <" max Sampled By: ~'. Kalu
Air Content {%~: 3 - 6 Weather: Clear
Concrete Temp I?F): ~ Supplier.'Mix: TXI.:8203
FIELD DATA: SET #3
Ticket ~': 2724705 Time Batched: 11:17 AM Time Sampled: 12:20 PM
Slump (in.): 4 I 2 Air Content I°'ot: 5.2 Unit Weight .pcB: N,"A
Conc. Temp. (:'F~: 100 Ambient Temp. I:F): 1(),q Yardage ic.y.): 270
Placement Location: Paving
Sample Location: About 20' S. & 40' E. of SE corner of building .--.12
Remarks: *Indicates that the 28 day strength for a individual cylinder does not meet the
the required specifications.
CONCRETE COMPRESSION TEST RESULTS
('YL!N DI£R.'q MOI.DED AND t'UR.~2D PER ASTM ('2 I. 'rESTED PER :\S'FM C3t). ('AIq~ED PER ASTM ('i 23;
Set ~
~ Age Max Load Strength
Cylinder ~ Test Date Area (sq.in) Notes
3 (Days) (.lbs) (psi)
083109 9/7..'00 7 55450 28.27 1960
083110 9/28;00 28 94910 28.27 3360
083111 9:28."00 28 80930 28.27 2860*
IGOR
083112 10/26/00 56
ti) NORMAL CYLiNDE. R SIZE (~" X 12% ARE_\ 28.2- >c: :n.. UNLESS N(')TED ..\BOVE
(21 UNBONDED CAi' SYSTEM t:S[:I) UNLESS OTHERV,,'IS[( NO'FED ABOVE
{3~ FIELD TESTS ARE PI!R API'LI('AFII.E ASIM ST-\NDARDS. CI38. C143. ('172. ('231
~d' F~ Gar)' D. 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 YMI. Results apply only to above tests.