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Gunner P2-LR000823 - /'£RRI-MAR, vc. '-' GEOTECHNICAL E,N VIRON.MENI'AL z~D MA'I'~I<I,,,,L~ E~I~E~ DALLAS FORT ~RTH HOUSTON LONGVIEW AUSTIN 11050 Ables Lane. Dallas, Texas 75229 Phone:972-488-8800 F~:972-488-8080 CONC~TE INSPECTION A~ COMPASSION TEST ~PORT DIST~BUTION: CLIENT: No~ Americ~ Co--unities Archon Group - Angle Rawe PROJECT: ~gton Apmenm No~ American Co~m~es - K~ Hembecker ~PORT DATE: 8/23..'00 C.D. Cons~ction - Ga~e~ Campbell TNH ~PORT ~: DC00-040-083 Ciw ofCoppell - Greg Jones SPECIFICATIONS PRO.CT DATA S~eng~ (psi): 3000 Placement Date: ~:16.'00 Slump (in.): 3 - ~ Sampled By: M. Yahyazdeh Ak Content (%): N."A Wea~er: CDar Concrete Temp (~F): 85 to 95 Supplier/Mix: TXI ..' 9505 FIELD DATA: SET ~1 Ticket ~: 2710799 Time Batched: 5:53 AM Time Sampled: 7:00 AM Slump (in.): 4 1.-'2 Ak Content (%): N..'A Unit Weight (pc0: N;'A Conc. Temp. (=F): ~ Ambient Temp. (=F): N,"A Yardage (c.y.): 40: 300 Placement Location: Slab on Grade - Building al8 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AXD CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C 123 l Set # Age Max Load Strength 1 Cylinder # Test Date (Days) (lbs) .~ea (sq.in) (psi) Notes 081601 8/23/00 7 92860 28.27 3280 081602 9/13/00 28 121510 28.27 4300 081603 9/13/00 28 128670 28.27 4550 IC~R (1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) L,~BONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C13g, C143, C172, C231 / Gatw D. 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. GEOTRCHNI~AL RN¥IRONMENTAL .~I) MATERIALS ENGINREI~ 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: 8/23..'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-083 Cie' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8."16:00 Slump (in.): 3 - 5 Sampled By: M. Yahyazdeh Air Content (%): N."A Weather: Clear Concrete Temp (°F): 85 to 95 Supplier;Mix: TXI: 9505 FIELD DATA: SET #2 Ticket #: 2710936 Time Batched: 7:14 AM Time Sampled: 8:30 AM Slump (in.): 6 1:2 Air Content (%): ,N/A Unit Weight (pcf): N."A Conc. Temp. (°F): 9_,5_ Ambient Temp. (°F): 9_,5. Yardage (c.y.): 130."270 Placement Location: Slab on Grade - Building ~18 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C1231 Set # Cylinder # Test Date Age Max Load Strength Notes 2 (Days) (lbs) Area (sq.in) (psi) 081604 8/23/00 7 70740 28.27 2500 081605 9/13/00 28 98410 28.27 3480 081606 9/13/00 28 103010 28.27 3640 KAR (1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., L.'NLESS NOTED ABOVE. (2) UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, CI72, C231 ,d Gary D. 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. GEOTECHNIC.,-kL ENVIRONMENT.kL 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: 8/23.:'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-083 CiD' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8.-'16."00 Slump (in.): 3 - 5 Sampled By: M. Yahyazdeh Air Content (%): N;A Weather: Clear Concrete Temp (=F): 85 to 95 Supplier/Mix: TXI: 9505 FIELD DATA: SET//3 Ticket #': 2711134 Time Batched: 8:57 AM Time Sampled: 10:15 AM Slump (in.): 6 Air Content (9,8): N;'A Unit Weight (pcf): N.'A Conc. Temp. (~-F): 2~_ Ambient Temp. (°F): 1O0 Yardage (c.y.): 230:270 Placement Location: Slab on Grade - Building "-..'19 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDEILS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C 1231 Set # Cylinder # Test Date Age Max Load Area (sq. in) Strength Notes 3 (Days) (lbs) (psi) 081607 8/23/00 7 87820 28.27 3110 081608 9/13/00 28 117000 28.27 4140 081609 9/13i00 28 114290 28.27 4040 KAR (1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) L.~BONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231 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.Mt, INC. "- GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT ~"ORTH 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: 8,'23.'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-077A City ofCoppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8.-'14..'00 Slump (in.): 3 - 5 Sampled By: M. Yahy'azdeh Air Content (%): 3 - 5 Weather: Clear Concrete Temp {CF): 85 to 95 Supplier:Mix: TXI .-' 9505 FIELD DATA: SET gl Ticket r:: 2708240 Time Batched: 6:27 AM Time Sampled: 7:30 AM Slump {in.): ~q I 2 Air Content i%): N.-'A Unit Weight (pcf'}: N."A Conc. Temp. (=FI: 90 Ambient Temp. (:F): 90 Yardage (c.y.): 80 -' 290 Placement Location: Slab on Grade - Building 16 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS ( YI.INDERS MOLDED AND ('URED PER ASTM C31. 'rESTED PER ASTM C30. CAPPED PER ASTM C'. 2-" 1 Set ~ Age Max Load Strength '~ Cylinder .- Test Date Area (sq.in) - Notes 1 (Days) (lbs) (psi) 081401 8/21/00 7 86000 28.27 3040 081402 9./11.'"00 28 081403 9.,'11/00 28 KAR 081404 Hold (1 } NOR3,1AL CYLINDER SIZE 6" X 12", AREA 28.2? sq. m. UNLESS NOTED ABOVE. {2~ UNBONDED CAP SYSTEM USED UNLESS OTI[ERW[SE NOTED ABOVE. (3'! F[EI.D TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. ('143. C1':2, C231 sd - 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-M,kR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOC:STON LONGVIEW ,4USTIN 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: 8.-23 00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-077A City ofCoppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8.'I 4.'00. Slump (in.): 3 - ,q Sampled By: M. Yahvazdeh Air Content (%): ~ - ~ Weather: Clear Concrete Temp (:F): 85 to 95 Supplier.'Mix: TXI '9505 FIELD DATA: SET #2 Ticket #: 2708363 Time Batched: 7:27 AM Time Sampled: 8:35 AM Slump (in.): ~ I 2 Air Content ~%): N.A Unit Weight ~pcf): N-"A Conc. Temp. i':F): 92 Ambient Temp. (°F): 92 Yardage (c.y.): 160 .-' 290 Placement Location: Stab on Grade - Building 17 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS ('YLINDERS MOLDED AND CURED PER ASTM (.'_'- 1. TESTED PER ASTM (2'39. CAPPED PER .\STM (2'i 23 i Set ~ Cylinder .-. Test Date Age Max Load Area (sq.in) Strength Notes 2 (Days) (lbs) (psi) 081405 8/21/00 7 75140 2 8.2 7 2660 081406 9/1 1/00 28 081407 9/1 1/00 28 KAR 081408 Hold ti) NOILMAL CYLINDER SIZE o" X 12". AREA ~8... sq. ;l'l., UNLESS NOTED ABOVE. (2~ UNBONDED CAP SYSTEM USED UNLESS O'FFIERWISE NOTED ABOVE. 1.3) FIELD TESTS .-\RE PER .-\PPLIC.\BLE ASTM STA N D..\RDS. C138, C I.:3, ("17~..(''~_,1 ~d Gar)' D. Dr)', 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. 'I'ERRA-MAR~ INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 11050 Ables Lane. Dallas. Texas 75229 Phone:972-488-8800 FtL,c: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: 8.23.'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-077A CiD' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength {psi): 3000 Placement Date: 8.-'14.'00 Slump (in.): 3 - 5 Sampled By: M. Yahvazdeh Air Content t°'b): ~ - 5 Weather: Clear Concrete Temp ~F}: 85 to 95 Supplier-'Mix: TXI 9505 FIELD DATA: SET//3 Ticket #: 270849'7 Time Batched: 8:35 AM Time Sampled: 10:00 AM Slump (in. 1: 6 Air Content (%): N.-'A Unit Weight (pcf): N."A Conc. Temp. ( :'F): ~ Ambient Temp. (=F): 92 Yardage {c.y. ): 260 ..' 90 Placement kocation: Slab on Grade - Building l 7 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND L'LRED PER ASTM C31. TESTED PER AS'rM C39. ('APl'ED PER ASTM C'.231 Set # Age Max Load Strength 3 Cylinder # Test Date (Days) (lbs) Area (sq.in) Notes ' (psi) 081409 8/21/00 7 85970 28.27 3040 081410 9/11/00 28 081411 9/11/00 28 KAR 081412 Hold NORMAl. CYI.INDER SIZE o" X 12". ARE.& 28.2- se 'n.. UNLESS NOTED ABOVE UNBONDED C'.-\P SYSTEM USLD UNLESS OTi IERWISE NOTED ABOVE. FIELD TESTS ARE PER APPLIC.\BLE ASTM ST.\\I)..\RDs: C133. ('la_,, ( ~.-_. C23~ ~ Garry. ;ry, ~'~ a/'m/°~ 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. DALLAS FORT WORTH HOUSTON LONGIq£W AUSTIN l l050 Ables Lane, DMlas. 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: 8.,"23.-'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-077A City, ofCoppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8/14/00 Slump (in.): 3 - ,~ Sampled By: M. Yahyazdeh Air Content (%): 3 - ,~ Weather: Clear Concrete Temp (=F): 85 to 95 Supplier;Mix: TXI -" 9505 FIELD DATA: SET #1 Ticket ~: 2708240 Time Batched: 6:27 AM Time Sampled: 7:30 AM Slump (in.): 5 1.-'2 Air Content (9{,): NiA Unit Weight (pcf): N/A Conc. Temp. (°F): 90 Ambient Temp. (°F): 90 Yardage (c.y.): 80 ." 290 Placement Location: Slab on Grade - Building 16 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C1231 Set # Age Max Load Strength 1 Cylinder # Test Date (Days) (lbs) Area (sq.in) (psi) Notes 081401 8;21,."00 7 86000 28.27 3040 081402 9/11/00 28 122020 28.27 4320 081403 9/11/00 28 118490 28.27 4190 KAR 081404 Hold (1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., L,'NLESS NOTED ABOVE. (2) L:~BONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C143, C172, C231 sd GaD' D. 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. '[ERIk-~-MAR, INC. - GEOTECHNICAL ENVIRONMENTAL AND MATERL,-tLS 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 - Angle Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8;23..'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-077A Ci~' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8/14/00 Slump (in.): 3 - ~ Sampled By: M. Yahyazdeh Air Content (%): 3 - 5 Weather: Clear Concrete Temp ('='F): 85 to 95 Supplier:Mix: TXI .' 9505 FIELD DATA: SET #3 Ticket .*: 2708497 Time Batched: 8:35 AM Time Sampled: 10:00 AM Slump (in.): fi Air Content ~%): N,'A Unit Weight (pcf): N:A Conc. Temp. (=F): 9_3_ Ambient Temp. (=F): 9_9 Yardage (c.y.): 260: 90 Placement Location: Slab on Grade - Building 1'7 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C1231 Set # Age Max Load Strength 3 Cylinder # Test Date (Days) (lbs) Area (sq.in) (psi) Notes 081409 8/21/00 7 85970 28.27 3040 081410 9:'11/00 28 117000 28.27 4140 081411 9/11/00 28 115780 28.27 4100 KAR 08 l 412 Hold (I) NOILMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., L.~LESS NOTED ABOVE. (2) U,~BONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE. (3) FIEI__D TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231 sd Gary D. Dry, 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.3L'4R, DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 11050 Ables Lane, Dallas. Texas 75229 Phone:972-488-8800 F~x:972-488-8080 CONC~TE INSPECTION AND COMPASSION TEST ~PORT DIST~BUTION: CLIENT: No~h Amehc~ Co~ifies Archon Group - Angie Rawe PROJECT: Ka~gton Apa~ems No~ Amefic~ Co~umfies - Kun ~embecker ~PORT DATE: 8/23:00 C.D. Com~cfion - Ga~e~ Campbell TMI ~PORT ~: DC00-040-077A Ciw of Coppell - Greg Jones SPECI~CATIONS PROJECT DATA S~eng~ (psi): 3000 Placemcm Date: 8/14/00 Slump (~.): ~ _ ~ Sampled By: M. Yahyazdeh Air Contem (%): 3 - 5 Wea~er: Clear Concrete Tcmp (°F): 85 to 95 Supplier:Mix: TXI: 9505 FIELD DATA: SET ~2 Ticket ~: 2708363 Time Batchcd: 7:27 AM Time Sampled: 8:35 AM Slump (in.): 5 1/2 Air Content (%): N/A Unit Weight (pc0: Cone. Temp. (OF): ~ Ambient Temp. (~F): ~ Yardage (c.y.): 160 -' 290 Placement Location: Slab on Grade - Building 17 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS C,~-] CYLINDERS MOLDED AND CURED PER ASTM C-~ I. TESTED PER ASTM C39. CAPPED PER ASTM ' "~ Set # Cylinder # Test Date Age Max Load Strength 2 (Days) (lbs) .4,rea (sq.in) (psi) Notes 081405 8/21/00 7 75140 28.27 2660 081406 9/11/00 28 124280 28.27 4400 081407 9/11/00 28 121770 28.27 4310 KAR 081408 Hold (1) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in., LqqLESS NOTED ABOVE. (2) U.'NBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS. C 12-8, C143. C172, C231 sd 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 .4aND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LO:~GVIE 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 o Kurt Heinbecker REPORT DATE: 8:23:00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-083 CiD, of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8:16.00 Slump (.in.): ~ - ~ Sampled By: M. Yahvazdeh Air Content t%~: N. A Weather: Clear Concrete Temp I~'Fl: 85 to 95 Supplier:Mix: TXi 9505 FIELD DATA: SET #1 Ticket ~: 2710790 Time Batched: 5:53 AM Time Sampled: 7:00 AM Slump (in.): 4 1-"2 Air Content I?bl: N."A Unit Weight (pet): N.-'A Conc. Temp. { :'F): 90 Ambient Temp. (:F): N 'A Yardage lc.>'. I: 40 ." 300 Placement Location: Slab on Grade - Building #18 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM ('31. TESTED PER ASTM C39. CAPPED PER ASTM (.'~231 Set # Age Max Load Strength 1 Cylinder --. Test Date (Days) (lbs) Area (sq.in) (psi) Notes 081601 8/23/00 7 92860 28.27 3280 081602 9/13i00 28 " 9~ 1.~:00 28 08160~ ~ (1 } NOIL\-IAL CYLINDER SIZE 6" X '.2". AREA 28.27 sq. :n.. UNLESS NOTED ABOVE. !2'1 UNBONDED C.-\P SYSTEM USED [JNI_ESS OTHERWISE NOTED ABOVE. (31 FIELD TESTS ARF PER APPI_I(~ABLE ASTM STAND.-\RDS: C138. ('!43. CI '72. C231 Gar~ D. 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 LONGkTEW AU'STIN 11050.4bles Lane. Dallas. T~:x'as 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: 8.-23.-00 C.D. Construction - Garreth Campbell TS-II REPORT #: DC00-040-083 CiB: of Coppell - Greg Jones SPECIFICAIIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8.-'16.'00 Slump {in.): 3 - 5 Sampled By: M. Yahvazdeh Ah' Content (% I: N-'A Weather: Clear Concrete Temp (°F): 85 to 95 Supplier:Mix: TXI '9505 FIELD DATA: SET #2 Ticket ~:: 2710936 Time Batched: 7:14 AM Time Sampled: 8:30 AM Slump (in..}: 6 1 2 Air Content 1%): N-A Unit Weight tpct): N.-'A Conc. Temp. 1 :Fi: 9.~~ Ambient Temp. ( *F): 9.< Yardage (c.y. }: 130.'2'70 Placement kocation: Slab on Grade - Building v-18 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS ('YLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPI'[/D PER..\STM C!22~ Set .--.. Cylinder ~ Test Date Age Max Load Area (sq.in) Strength Notes 2 (Days) (lbs) (psi) 081604 8..'23/00 7 70740 28.27 2500 081605 9/13/00 28 081606 9/13/00 28 il.) NORMAL CYLINDER SIZE o" X ]2"...\REA 28.2- .-.q. -n. UNLESS NOTED ABOVE t2) UNBONDED C.-\P SYS'FEM USED UNLESS OTI !ER\V!SE NOTED ABO\.'E. ~3) FIELD TESTS ARE PER .-\PPI.ICABI.E ASTM STAND.-\RDS: C138. ('!43. (2'172. C231 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. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN l1050.4bles 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: 8.23.00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-083 CiD' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8. 16 00 Slump (in.): 3 - ~ Sampled By: M. Yahyazdeh Air Content ~'~ o): N. A Weather: Clear Concrete Temp (=F): 83 t9 95 Supplier-Mix: TXI 9505 FIELD DATA: SET #3 Ticket .:.: 2711134 Time Batched: 8:57 AM Time Sampled: 10:15 AM Slump fin.): fi Air Content I%): N-'A Unit Weight (pcf): N..'A Conc. Temp. I°F): 9.~5 Ambient Temp. (°F): 100 Yardage (c.y.): 230.."270 Placement Location: Slab on Grade - Building --.19 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYI_INI)ERS MOLDED AND CURED PER ASTM C31, TESTED PER .-\sq'M C39. CAPPED PER AS'FM C1231 Set # Age Max Load Strength 3 Cylinder ~ Test Date (Days) (lbs) Area (sq.in) (psi) Notes 081607 8,-23:'00 7 87820 28.27 3110 081608 9/13/00 28 081609 9/13/00 28 IC,AR ~'1 ) NORMAL CYLINDER SIZE o" X 12". AREA 28.2~ sc.. it:., UNLESS NOTED ABOVE ~"~,~ UNBONDED CAP ._'4'fSTEM USED UNLESS OTHERWISI-~ NOTED &BOX-'E (3~ FIELD TESTS ARE PER AI'PLiC.-~B[_E AS-FM STAND.-\RDS: CI3g. (."4~ ("1'"' C231 sd Gary fi. Dry, ~/z 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-MAR, INC. - GEOTECHNICA,. ENVIRONMENTAL AND MATERIALS ENGINEERS D.4LL4S FORT WORTH HOUSTON LONGVIEW ,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 Communities Archon Group - Angie Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8.-'23.-'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-063 Cid' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 7.'26.'00 Slump (in.J: 1 - 5 Sampled By: E. Jennings Air Content (%): 3 - -7 Weather: Clear Concrete Temp I'~F): N:A Supplier.'Mix: TXI FIELD DATA: SET #1 Ticket ~: 1480760 Time Batched: 4:56 AYd Time Sampled: 5:40 AM Slump (in.): 6 1-,_ '~ Air Content i%): ,'- 1.-'~ Unit Wei,,ht=, (pct): N,'A Conc. Temp. {:'F): 84 Ambient Temp. I:F): 5'2 Yardage (c.y.): 30 c.y. Placement Location: Paving - middle of Building's -7 & 8 - 15' from West of Builidng 6 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM ('31. TESTED PER ASTM C39. CAPPED PER ASTM C'1231 Set #' Age Max Load Strength Cylinder # Test Date Area (sq.in) Notes 1 (Days) (lbs) (psi) 072601 8/2/00 7 67640 28.27 2390 072602 8/23.."00 28 104980 28.27 3710 "~ ' 28.27 0 .:.~60_, 8.."23.."00 28 104830 3710 KAR 072604 Discard I1)NORMALCYLINDERSIZE6"X 12". AREA 28.27 sq m,UNI.ESSNOTEDABOVE. (2) UNBONDED C.-\P SYSTEM USED UNLESS OTHERWISE NOTED ABOVE. 13~ FIELD TESTS ARE PER -\PPI.I('.\BLE ASTM ST:\ND.-\RDS. C138. ('143. ('172. C'2.?'1 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. TERI~&-MA~ INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS D,4LLAS FORT WORTH HOUSTON LONGVIEW AL:STIN I 1050 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: 8.23.00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-063 City, of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 7.'26.-'00 Slump lin.): I - 5 Sampled By: E. Jennings Air Content (%): 3 - 7 Weather: Clear Concrete Temp ( 'F): N.-'A Supplier/Mix: TXI FIELD DATA: SET #2 Ticket .-v: 1480780 Time Batched: 6:31 AM Time Sampled: 7:20 AM Slump (in.): 6 Air Content t%): 4_ Unit Weight (pct'): N"A Conc. Temp. (:F): 88 Ambient Temp. (CF): 80 Yardage tc.y.}: 130 c.y. Placement Location: Paving - 25' West of center of West wall of building 7 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS ('YLiNDERS MOLDED .AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM Ci231 Set # Age Max Load Strength Cylinder =.:Test Date Area (sq.in) Notes 2 (Days) (lbs) (psi) 072605 8/2...'00 7 68870 28.27 2440 072606 8.-'23/00 28 104380 28.27 3690 072607 8..'23/00 28 99070 28.27 3500 KAR 072608 Discard (1' NORMAL CYLINDER SIZE 6" X 12"..&REA 28.2- so. in.. UNLESS NOTED ABOVE. (2j UNBONDED CAP SYSTEM USED L:NLESS ()TIlERS, VISE NO'FED ABOVE (3) FIELD TESTS ARE PER .\PPLICABLE ASTM STANDARDS: C138, C143, ('172, C231 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. IERRA-NIAR, INC. GEOTECHNICAt~ 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 - Angie Rawe PROJECT: Karrington Apartments North American Cormnunities - Kurt Heinbecker REPORT DATE: 8.'23.-00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-063 City of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 7-'26.-00 Slump (in.): I - 5 Sampled By: E. Jennings Air Content (%): 3 - 7 Weather: Clear Concrete Temp {:F): N."A Supplier.'Mix: TXI FIELD DATA: SET #3 Ticket #: 1480823 Time Batched: 9:~q0a Time Sampled: 10:50 AM Slump (in.): ~ 1 2 Air Content (%): 4_ Unit Weight (pc/h: N."A Conc. Temp. {:F'I: 90 Ambient Temp. (=F): 92 Yardage (c.y.): 240 c.y. Placement Location: Paving - 15' West from middle of West wall of Rec. ' Leasing Building Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS ('YLINDERS MOLDED AND Ct_.:R[~D PER :\STM C31. TESTED PER ASTM C39. CAPPED PER ASTM CI23', Set # Age Max Load Strength Cylinder # Test Date Area (sq.in) Notes 3 (Days) (lbs) (psi) 072609 8/2/00 7 80560 28.27 2850 072610 8/23/00 28 107310 28.27 3800 072611 8/23/00 28 112410 28.27 3980 KAR 072612 Discard (1) NO[LMAL CYI_.INDER SIZE 6" X 12". AREA 28.27 :q. m.. UNLESS NOTED .ABOVE. (2~ UNBONDED CAP SYSTEM USED UNLESS OTItERWISE NOTED ABOVE (3) FIELD TESTS ARE P["R APPLICABLE ASTM ST.-\NDARDS: C138. CI~3. Cl?2. C231 sd Gary I). Dry, 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 ENVIRONMENTAL AND MATERIALS ENGINEERS D,4LLAS FOR T WORTH HOUSTON LONG VIEW 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: 8.-'23.'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-063 City, ofCoppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength Ipsi): ,'-000 Placement Date: 7.-'26.-'00 Slump (in.): l - 5 Sampled By: E. Jennings Air Content I(! ,;,): 3 - 7 Weather: Clear Concrete Temp ( :'F ~: N.-'A Supplier'Mix: TXI FIELD DATA: SET #4 Ticket a: 1480852 Time Batched: 12:41 PM Time Sampled: 1:25 PM Slump (in.}: 3 1_~ Air Content (%): 3 1.'2 Unit Wei,,ht= Ipcf):, N,"A Conc. Temp. ~,:F): 95 Ambient Temp. (°F): 9_66 Yardage ~'c.y.): 320 c.y. Placement Location: Entry, cul-de-sac in front of front gate. West Sample Location: 15' West, 10' North of Rec. "Leasing Building Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLl)ED AND (2'URED PER AS'FM C31. TESTED PER ASTM C_-9. CAPPED PER ASTM C~231 Set # Age Max Load Strength Cylinder ~ Test Date Area (sq.in) Notes 4 (Days) (lbs) (psi) 072613 8/2/00 7 72220 28.27 2550 072614 8:23/00 28 110750 28.27 3920 072615 8/23/00 28 107390 28.27 3800 KAR 072616 Discard ~.1 ) NORMAL CYI.I. '[)ER Slz.~z !" ' 12". AREA 28.27 sa. m.. I..'NLESS NOTED ABOVE. (2) UNBONDED CAI' SYSTEM USED UNLESS OTi-IERWISE NOTED ABOVE tS'~ FIELD TESTS ARE PER APPLICABLE ASTM STANI).-\RDS. C138. ("143. C172. (2'231 ~a Gar3' D. Dr.;', 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. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 FAX: 972-488-8080 CONCRETE CORE COMPRESSION TEST REPORT CLIENT: North American Communities REPORT DISTRIBUTION: PROJECT: Karrington Apartments Archon Group - Angle Rawe REPORT DATE: 8/23/00 North American Communities - Kurt Heinbecker TMI REPORT #: DC00-040-086 C.D. Construction - Doyle Dameron City of Coppell - Greg Jones City of Coppcll - Garreth Campbell Don Matlock - 972-906-0608 PROJECT DATA Placement Date: Drilled By: D. Bell Date Drilled: 8/21/00 Moisture Condition at Time of Test: Date Tested: Nominal Max. Size of Aggregate: Age at Test: Design Strength (psi): CONCRETE COMPRESSION TEST RESULTS CONCRETE CORED IN ACCORDANCE WITH ASTM C42, CURED (IF APPLICABLE) PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 CORE CORE CAPPED DIAM. DIAM. AVG. AREA MAX. L/D CORRECTION CORRECTED I.D. LENGTH LENGTH, L 1 2 DIAM., D LOAD FACTOR STRENGTH (in.) (in.) (in.) (in.) (in.) (inz) (lbs.) (psi) 1 3 3.4 3.87 3.87 3.87 11.76 33360 0.88 Core too short! * 2 3 3/4 4.1 3.87 3.87 3.87 11.76 48350 1.06 0.882 3630 LOCATION OF DRILLED CORES CORE I.D. LOCATION S~.;rlming Pool Gunite test panels 1 Prepared panels, by Contractor at pool 2 Prepared panels, by Contractor at pool Note: *Core length of less than 95% of core diameter: does not met ASTM C-42 criteria for strength determination. sd Note: This report is for the exclusive use of the Client addressed. . ~~G (~ D~__~ This report may not be reproduced except in its entirety, without I · ~//o~ the written consent of TMI. Results apply only to above tests. Project Manager TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGI/IEW .4USTIN 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: 8.'23-00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-061 CiD' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength !psi): 3000 Placement Date: 7.-'21.'00 Slump (in.): .~q Sampled By:, C. Kalu Air Content t°.;,}: 3 - 6 Weather: Clear Concrete Temp t°F): 95 Supplier:Mix: TXI FIELD DATA: SET #1 Ticket #: 2688637 Time Batched: 7:06 AM Time Sampled: 8:00 AM Slump (in.): 4_ Air Content (%): 4.__2 Unit Weight Ipcf~: N."A Conc. Temp. (:FI: 96 Ambient Temp. (.:F'): 88 Yardage Ic.y.): 90 Placement Location: Paving Sample Location: About 40' South & 20' East of SE comer of building ~1. Remarks: CONCRETE COMPRESSION TEST RESULTS CYI.INDERS MOLDED AND CURED PER ASTM C3!, TESTED PER .\STM C39. CAPPED PER ASTM ('123 Set =." Age Max Load Strength Cylinder ~- Test Date Area (sq.in) Notes 1 (Days) (lbs) (psi) 072101 7..."28/00 7 78460 28.27 2780 "'~ ~ 28 '~8 '>7 0;_10- 8."18,"00 114330 _ ._ 4040 072103 8.-'18."00 28 114970 28.27 4070 KAR 072104 Discard {1 ) NORMAl, CYI_INDER SIZE 6" X 12", .AREA _S._.- sa m., UNLESS NOTED ABOVE. {2~ UNBONDED ('.AP SYSTEM USED UNLESS o'rl IER\VISE NOTED ABOVE. ~.3~ FIELD 'rESTS .-\RE PER .-\PPLICABLE ASTM ST.-\NDARDS: CI3g. ("l..t3. Ci 72. C231 ,d GaryD. Dr.;', s/~$/a~ Page 1 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.