Gunner P2-LR000727 TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LO;VGVIEW .4 USTLV
11050.4bles 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 - Angle Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 7."27.'00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-052A City of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 7.-6.00
Slump (in.): -5 · -2 Sampled By: A. Haves
Air Content (%): -4 -' -2 Weather: Clear
Concrete Temp (°F): 98 Supplier Mix: TXI
FIELD DATA: SET #1
Ticket .-4-.': ~6TM. _~ Time Batched: 7:28 ANI Time Sampled: 8:15 AN!
Slump (in.): < 1'2 Air Content ~%.}: 4..~5 [_-nit Weight (pcf): N.-'A
Cone. Temp. (':F): 90 Ambient Temp. I:F}: 87 Yardage lc.y.l: 60 of 350
Placement kocation: Building ~' 10
Sample Location: Units 1027 and 101 '7
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM ('31. TESTED PER AS TS.-1 ('39. CAI'P['~D PER AS I'M ('123 !
Set .4' Age Max Load Strength
Cylinder ~: Test Date Area (sq.in) Notes
1 (Days) (lbs.) (psi)
070601 7..-' l 3,'00 7 71040 _,8._ ~ 2510
070602 8/3/00 28
070603 8;3/00 28
}CAR
070604 Hold
tl ~ NORMAL CYI.INDER SIZE 6" X 12". AREA 28.27 sq. m.. UNLESS \O'FED ABOVE.
¢2) UNBONDED CAP 5,'~ bT.... I I;SED UNLESS OTi[ERWISE NOTED .-\BOVE.
t3i FIELD TESTS .ARE PER .-\PPI.ICABLE ASTM S'I .\NDAR[-)S: ( ,:~. ( .4~-. ( ,72. (-'23!
sd Gary D. Dry.
Page 1 of 4 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..4LLAS FOR T WORTH HOUSTON LONG VIEW ,4 USTIN
11050 Ables Lane. Dallas. Texas /~,_9 Phone.'972-488-8800 Fax.'972-485-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angie Rawe
PROJECT: Kamngton Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 7.-27..00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-052A City of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength {psik 3000 Placement Date: 7.6.00
Slump ~ in. I: ~- -' -2 Sampled BF-':
Air Content ~"o): 4 -4 -2 Weather:
Concrete Temp I :'F): 9.~8 Supplier-Mix:
FIELD DATA: SET #2
Ticket #: 26?5364 Time Batched: 8:23 AM Time Sampled: 8:35 AM
Slump !in. I: 4_ Air Content (%'1: 4_ Unit Weight ~pcfl: N.A
Conc. Temp. i:F): 9'-. Ambient Temp. (:'F): ~ Yardage (c.y.l: 110 350
Placement Location:
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
('YL!NDERS MOI_DED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER AS'I-M (':231
Set # Age Max Load Area Strength
Cylinder ~ Test Date Notes
2 tDays) (lbs) (sq.in) (.psi)
070605 7.-'13;00 7 76360 28.27 2700
070606 8."3;00 28
070607 8;3/00 28
IC;kR
070608 Hold
~1 ~ NORM.-\L (.'Yi.INDr!P, SIZE :~;' X 12". ARE..\ 2~ '- sq. :::.. L.:N[,[-~SS NOTED ABOVE.
(2~ UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTE[) .\BOVE
~,3, FIELD TESTS ARI! PER .\PPLIC..\BLE ASTM ,','¥AND..\RDS (' 138. C143. ('1 ~2. C'231
sd Gary D. Dry.
Page 2 of 4 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.
TERR~-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONG~'IEW AU'STh¥
11050.4bles 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 - Angle Rawe
PROJECT: Karrington Aparm~ents North American Communities - Kurt Heinbecker
REPORT DATE: 7'27-00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-052A CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 7-6.00
Slump l in..l: 5- '-2 Sampled By: A. Haves
Air Content I'?,,l: 4- -2 Weather: Clear
Concrete Temp {':F): 9_.~g Supplier-Mix: TXI
FIELD DATA: SET #3
Ticket ,v: 2675540 Time Batched: 9._~1 AM Time Sampled: 10:25 AM
Slump (in.~: 5 Air Content (°,i,): 4.5 Unit Weight {pcf}: N A
Conc. Temp. I:F): 98 Ambient Temp. I°F): 9.__~4 Yardage ~c.y.}: 200 of 350
Placement Location: Building 10
Sample Location: Unit's 10__~. 1025 & 101-
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CY-:,olNDERS M()LDED AND CLRED PER AS-FM C'31. TESTED PER ASTM C39. CAPPED PER ASTM (.'~23]
Set # Cylinder e Test Date Age Max Load Area Strength Notes
3 (Days) (lbs) (sq.in) (psi)
070609 7/13.-"00 7 65410 28.27 2310
070610 8.-'3,"00 28
070611 8/3/00 28
070612 Hold
iii3 NORM.-\L CYLINDER SIZE 6" X 12". ARE..\ 28.2? sq. m. L'X:L. ESS NOTED ABOVE.
~2~ L'NB()ND.~D CAI' SYSTEM USED UNLESS OTHERV~'ISE NOTED ABOVE.
~3~ FIELD TESTS -~RE PER APP[.I(."ABLE .-\S'l'\l STANDARDS C138. C1:3. C172. C231
Page 3 of 4 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 ENVIRON.MENTAL AND MATERIALS ENGINEERS
D.4LL4S FORT WORTH HOUSTON LONGVIEW .4UST[N
11050.4bles Lane. Dallas. Texas 75229 Phone.'972-488-$800 Fax.'9?2-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communitie Archon Group - Angie Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DAIE: 7-'27..'00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-052A Ci~' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 7'600
Slump (in.): ~- -2 Sampled Bx.': A. Haves
Air Content I"'oi: 4- -2 Weather: Clear
Concrete Temp { :'F'): 98 Supplier.-Mix: TXI
FIELD DATA: SET//4
Ticket ~: 26'75709 Time Batched: 10:51 AM Time Sampled: 11:30 AM
Slump {'in.): 4 1.2 Air Content {'h,}: 5 Unit Weight (pcf): N A
Conc. Temp. { :F I: 9~- Ambient Temp. { :F'): 96 Yardage i c.v. ~: 300 of 350
Placement Location: Building 10
Sample Location: Unit's 1022 & 1012
Remarks:
CONCRETE COMPRESSION TEST RESULTS
('YLiNDERS MOLDED AND ('UREI) PER ASTM ('31. TESTED PER ASTM C3O. CAPPED PER.\STM £'1231
Set # Cylinder # lest Age Max Load Strenuth
4 ' Date (Days) (lbs) Area (sq.in) ~ Notes
(psi)
070613 7..-'l 3/00 -7 75640 28.27 2680
070614 8:3:'00 28
070615 8:3/00 28
}CAR
070616 Hold
tl)NORMAI. CYLINDER SIZE 6" X 12". AREA 28.27sq m..ENI_ESSNOTEDABOVE
1.2~ L'NBONDED CAP SYSTEM USE!) UNLESS OTI IERW!SE NOTED .\BOVE.
13~ FIEI_D TESTS ARE PER AP!~I..!CABLE ..\STM .'.; I' \N[)ARDS: {2' 128. ('14_2. f3'172. ('231
sd D. Dry
Page 4 of 4 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.