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Gunner P2-LR000909 TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 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 - Angie Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 9'9-00 C.D. Construction - Garreth Campbell TMI REPORT it: DC00-040-070 City of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8.3."00 Slump (in.): 4 - 6 Sampled By: E. Jennings Air Content (%): N A Weather: Clear Concrete Temp {~FI: N.-A Supplier.-Mix: TXI FIELD DATA: SET #1 Ticket -~: 2699396 Time Batched: 3:56 AM Time Sampled: 4:50 AM Slump (in.): 5 1.2 Air Content {%): N."A Unit Weight Ipc£): N,'A Conc. Temp. (:F): 84 Ambient Temp. (CF): 79 Yardage (c.y.l: 50 c.y. Placement Location: 20' S of NW comer of building slab .--.12 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS ('YLiNDI~RS MOI.I)ED AND CURED PER ASTM £'31, TESTED PER :\STM ("39. CAPPED PER ASTM (-!211 Set # Cylinder ~ Test Date Age Max Load Area (sq.in) Strength Notes 1 (Days) (lbs) (psi) 080301 8/10i'00 7 65720 28.27 2320 080302 8/31/00 28 108930 28.27 3850 080303 8.-'31/00 28 110640 28.27 3910 KAR 080304 Discard (1) NORMAL CYLINDER .NiZI_: O" X 22". AREA 28.2~ ,,,% m.. UNI.ESS NOTED ABOVE ~2) UNBONDED C.\P SYSTEM [.'.";ED UNLESS OTIIERV~'ISE NO-FED ABOVE. ~.3) FIELD TESTS ARE PER .-\I'PLICABLE ASTM STANDARDS. CI38. ('243. C172. (-'231 ~a 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 DALL4S FORT WORTH HOUSTO:V LONGVIEW .dUSTIN 11050.4bles Lane, Dallas. Texas 75229 Phone:972-488-$800 Fax:972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT DISTRIBUTION: CLIENT: North American Communities Archon Group - Angie Rawe PROJECT: Karrmgton Apartments North American Communities - Kurt Heinbecker REPORT DATE: 9:9'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-070 City of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: $.3.00 Slump (in.): 4 - 6 Sampled By: E. Jennings Air Content (% I: N.A. Weather: Clear Concrete Temp ~F): N.A Supplier!Mix: T,XI FIELD DATA: SET #2 Ticket ~: 2699491 Time Batched: 5:30 AM Time Sampled: 6:45 AM Slump (in.l: 6 1 2 Air Content (%): N.'A Unit Weight ipcf): Conc. Temp. (:F): .86 Ambient Temp. (:F): SO Yardage (c.y.): 1~0 c.y. Placement Location: 40' E of W end of center of building pad ;12 Sample kocation: Remarks: CONCRETE COMPRESSION TEST RESULTS (":'L~NDERS MOLDED AND t'L'RED PER ASTM (31. TESTED PER ASTM (_'39. CAPPED PEP. ASTM £'~23~ Set e Cylinder ~ Test Date Age Max Load Strength _') ' (Days) (lbs) .&rea (sq.in). ' (.psi)~ Notes 080305 8/10i00 7 75350 28.27 2670 080306 8,-'31i00 28 115350 28.27 4080 080307 8.'31/00 28 116410 28.27 4120 IC~R 080308 Discard ,.l ) NORMAL Cx.'I..INDER SIZE ~*" X [2% AREA 28 2- ~q. :n.. UNLESS ×Ol'EO ABOVE. ~2) UNBONDED CAP SYSTEM USEr) UNLESS OI'HER\V[SE NOTED ABOVE. t3'~ FIELD 'rESTS ARE PER APPI.I('ABLE ASTM STAND.\RDS: C138. C143. C! 72. C23 ! ~a Gary D. Dry, Page 2 of-,t 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 FORT WORTH HOUSTON LONGVIEW .4L"STIN 11050.4bles Lane. Dallas. Texas 75229 Phone.'972-488-8800 Fax.'972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST RE-PORT DISTRIBUTION: CLIENT: North American Communities Archon Group - Angle Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 9.-9.'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-0?0 City of Coppell - Greg Jones SPECIFICATIONS PROJECT DAT.& Strength tpsi): 3000 Placement Date: 8-'3-'00 Slump I in.): 4 - 6 Sampled By: E. Jennings Air Content ('~,,): N. A Weather: Clear Concrete Temp ( :F): N. A Supplier.-Mix: TXI FIELD DATA: SET #3 Ticket .e: 2699668 Time Batched: 7:25 AM Time Sampled: 8:15 AM Slump lin. ~: 6 Air Content I%): N..'A Unit Weight ~pcf): N."A Conc. Temp. ~'::F ~: 90 Ambient Temp. I :F): 88 Yardage ~c.y. ): 250 c.y. Placement Locanon: N end of building =12, I0' from NW corner of building Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS ('YLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER AS'FM C39. CAPPED PER AS'FM ('1231 Set ~ Cvlinder -",' Test Date Age Max Load Streno~th 3 ' (Days) (lbs) Area (sq.in) ~ Notes (psi) 080309 8.-10.-'00 ~ 70710 28.27 2500 080310 8."31 :'00 28 98590 28.27 3490 08031 l 8/31/00 28 100040 28.27 3540 KAR 080312 Discard ~ NORMAL CYLINDER SIZE h" X 12". ARE.& 28.2~ :,c. m, UNLESS NOTED .*BOVE. ~2~ UNBONDED (. -kP :';YSTEM I..'SED (;NI_ESS OTHI-(RXVISE NOTED ABOVE. ~3) FIEI_D TESTS .-,,RE PI{R .\PPL[('.-\I-~LE ASTM ST..\N D.XRDS- CI38. (':43. ('. 1._.'~" ('"'_:I ~d Gary D. Dry, Page 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. TERI~X-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOL:STON LONGI'IEW .4USTIN !1050.4bles Lane. Dallas. Texas 75229 Phone.'972-488-8800 Fax.'972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT DISTRIBUTION: CLIENT: North American Comnmnities Archon Group - Angle Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 9.-'9..'00 C.D. Construction - Garreth Campbell IMf REPORT #: DC00-040-070 City.. ofCoppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8.-'~. 00 Slump (in.): 4 - 6 Sampled Bx': E. Jennings Air Content ( "~): N A Weather: Clear Concrete Temp !:F): N.-A Supplier-Mix: TXI FIELD DATA: SET #4 Ticket '~: 2699854 Time Batched: 8:55 AM Time Sampled: 9:50 AM Slump lin. l:, '- 1 2 A~r Content I'?i,):. N.'A Unit Wei-ht,= (pct'):. . N-'A Cone. Temp. ( :Fi: 92 Ambient Temp. I :F): 94 Yardage (c.y. ~: 3 I0 c.y. Placement Location: S end of building slab =.12 - 20' W. of SE corner of building Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS (.'YLINDERS MOLDED AND t'I.;RED PER AS-I'M C.'.' I. TESTED PER AS'I'M ('39. CAPPED PER AS'FM ('I 2? I Set # Cylinder ~ Test Date Age Max Load Strength 4 ' (Days') (lbs) .'Area (sq.in) (psi) Notes 080313 8.-' 10/00 7 67950 28.27 2400 080314 8;31/00 28 101660 28.27 3600 080315 8-"31.-'00 28 102050 28.27 3610 080316 Discard {I) NORMAL CYI.INDER .SIZE W' X 12". AREA 28.2- ~u..n.. [.:NLESS No'.rED ABOVE. (2~ UNBONDED C.\P 5YS'['EM USED UNLESS OTI iERWISE NO'rED ABOVE. ~d Gary 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.