Gunner P2-LR001026 TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FOR T WORTH HOUSTON LO:VG VIEW .4 USTIN
1 I050.4bles 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 - Angle Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 10..26..'00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-093 Ci~' ofCoppell - 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 Weather: Clear
Concrete Temp (°F): 9_2 Supplier-Mix: TXI.-'8203
FIELD DATA: SET #1
Ticket .~: , .. ~4061 Time Batched: 5:51 AM Time Sampled: 6:45 AM
Slump (in.): 5 l-'2 Air Content (%): q~3_ Unit Weight (pct): N.-A
Conc. Temp. (:F): 95 Ambient Temp. (°F): 87 Yardage (c.y.):
Placement Location: Paving
Sample [ocation: About 20' S. & 35' E. of NE comer of building el2
Remarks: *Indicates that the 28 da,,' strength for a individual cylinder does not meet the
required specification.
CONCRETE COMPRESSION TEST RESULTS
('YLINDERS MOLDED AND (".',iRED PER ASTM 12'31. TESTED PER ASTM 12'29. CAPPED PER ASTM (':231
Set # Age Max Load Strength
l Cylinder # Test Date (Days) (lbs) Area (sq.in) ~ Notes
' ' (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 97550 28.27 3450
(i) NORMAL CYI_INDER SIZE 6" X 12". AREA 2S.2~ sq m.. UNLESS NOTED ABOVE.
[2) UNBONDED CAP SYSTEM I..'SED UNLESS OTItERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STAND,X. RDS. C138, CI~.,. CI .~. C.:.> ~
~ . Dry,
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 ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW .4 USTIN
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: 10..26~00 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 i'm.): 5" max Sampled By: C. Kalu
Air Content (% }: ,3 - 6 Weather: Clear
Concrete Temp I'=F): 9_5q Supplier.'Mix: TXI.'8203
FIELD DATA: SET #2
Ticket e: 2724423 Time Batched: 8:32 AM Time Sampled: 9:20 AM
Slump (in.): 5 Air Content (%): 5 Unit \Veight {pcf): N.-A
Conc. Temp. ('-F): 99 Ambient Temp. t°F): 99 Yardage l.c.y.): 150
Placement Location: Paving
Sample Location: About 100' S. & 15' E. of NE comer of building =12
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39, CAPPED PER .\S'[M C1231
Set # Age Max Load Strength
2 Cvlinder# Test Date (Days) (lbs) Area (sq.in) Notes
' (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
ICa, R
083108 10/26,'00 56 108920 28.27 3850
(li NORMAL CYLINDER SIZE 6" X i2", AREA 28.27 sq. in., UNLESS NOTED ABOVE
(2) UNBONDED CAP SYSTEM USED UNLESS OT}IERWISE NOTED ABOVE.
(3} FIELD TESTS ..\RE PER APPLICABLE ASTM STANDARDS: C138. Ci43. C172, C231
sd Gary D. D~', lo/t,~/oo
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 .4 USTIN
11050.4hies 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: 10:26.'00 C.D. Construction - Garreth Campbell
T.MI REPORT #: DC00-040-093 City 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 Weather: Clear
Concrete Temp (=F): ~ Supplier."Mix: TXI.'8203
FIELD DATA: SET #3
Ticket .4": 2724'795 Time Batched: l 1:1 ? AM Time Sampled: l 2:20 PM
Slump (in.): 4 I '2 Air Content I.%): ~ Unit Weight (pcfl: N.'A
Cone. Temp. (=F}: 100 Ambient Temp. (°F): 105 Yardage ~c..v. ~: 270
Placement Location: Paving
Sample Location: About 20' S. & 40' E. of SE comer 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
('YI. INDERS MOI.DED AND ('!..'REI) PER ASTM C'3 I, TESTED PER AS'tM ('3';. CAPPED PER .-\STM (': 23 I
Set # Age Max Load Strength
3 Cvlinder# Test Date (.Days) (lbs) Area (sq.in) Notes
' (psi)
083109 9'7/00 ? 55450 ~.'~8 .~,'~' 1960
0831 I0 9.'28/00 28 94910 28.27 3360
0831 l 1 9.'"28/00 28 80930 28.27 2860*
IC&R
083112 10/26.-'00 56 102600 28.27 3630
,'.'1 'i NORMAL CYLINDER SIZE ~¢' X 12". ARE& 28 ~- .-.c ::~., I..:NI_ESS NOTED ABOVE.
(2) UNBONDED C:\P SYSTEM t'SED UNLESS OTI-[ERWISE NOTED ABOVE
1.3'i FIELD TESTS .ARE a~R .-\PPI.[CABI.E ASTM ST.-\NDARDS C:3fl.
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.