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Gunner P2-LR000818 TERRA-M.MI, LNC. GEOTECI-LNICAL ENVIRONMENTAL .--~ND MATERIALS ENGUNEERS DALLAS FORT I~'ORTH HOUSTON LONG~--'IE~-ff .4(~'TLV 11050 Able.; Lane. Dallas. Texas 752.?9 Phone.'972-488-8800 REPORT OF CONCRETE PLACEMENT CLIENT: North .American Communities DISTRIBUTION: PROJECT: Karfington Apartments Archon Group - Angie Rawie TMI REPORT #: DC00-040-077A North .American Communities - Kurt Heinbecker REPORT DATE: 8.-'18/00 C.D. Construction - Garreth Campbell SERVICE DATE: 8,'14i00 Cit,,,' of Coppell - Greg Jones CONCRETE FOR: Slab at building ~15 and building "'17 CUBIC YARDS PLACED: 290 DESIGN IDENTIFICATION: READY MLX PLANT: TXI .' 9505 IB'iE OF POUR: START: 7:00 .~M FINISH: 10:30 AM CONCRETE TEMPEIL~,TURE RANGE: 85 TO 95 AIR TEMP. RANGE: 90 SLUMP IL~NGE: 3 to 5 ENTIL-MNED AIR RANGE: N 'A TEST CYLINDER OR BEAM ID: IC~R 081401 - 081412 TECHNICIAN: M. Yahyazdeh TD, IE: 3 1/2 hours COMMENTS OR PROBLEMS: SD Note: This report is tbr the exclusive use of the Client addressed. Thisreportrrraynotbc,'eprt~ducedexceptinitsentirety, without TERRA_~IAR. i;4 the written consent of TMl. Results apply only 1o above tests. - TF.I~I~A_MAI~. gNU... GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FOR T ~-FOR TH HOUSTON LONG kTEW .4 U'STIN' 11050.4bles Lane. Dallas. Texas 75229 Phone.'972-488-8800 Fax.'9;2-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT DISTRIBUTION: CLIENT: North American Communines Archon Group - Angle Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8.'18.00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-074 Cib' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): ~000 Placement Date: 8'10-'00 Slump (in. l: 4 - 6 Sampled By: E. Jennings Air Content (% ~: N.-A Weather: Clear Concrete Temp (':Fl: N.-A Supplier.-Mix: TXI FIELD DATA: SET #1 Ticket ~: 270595~ Time Batched: 6:07 AM Time Sampled: 7:10 AM Slump lin.): 7 1 2 Air Content I%}: --- Unit Weight (pcf): N.-'A Conc. Temp. ( :F): 88 Ambient Temp. I':F): 84 Yardage (c.y. ~: 90 c.y. Placement Location: Building pad ~-15, center of pad - 20' W & 10' S of middle of pad Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS (.'YLINDERS MOLDED AND CURED PER ASTM ('3 l, 'YES-FED PER AS'I'M C39. CAPPED PER ASTM C: 231 Set # Age Max Load Strength Cylinder ~ Test Date Area (sq.in) Notes 1 (Days) (lbs) (psi) 081001 8.."17/00 7 68610 28.27 2430 081002 9."7;00 28 97180 28.27 3440 081003 9.-'7."00 28 95120 28.27 3360 IGOR 081004 Hold ;i' NORMAl. CYI_INDER SIZE (f' X 12"..-\REA 'R '- - .;~_ sq. 'n., UNLESS NOTED ABOVE. (2} UNBONDED (.'AP bYSTEM USED UNLESS OTi ILR\V[SE NO'FED AB(.)VE. ~3'~ FIELD TESTS ARE PER .-\1. LIC.\BLE ASTM ST.\~ ~ ARDS: CI38. (.'!43. C172. C23[ ~d Gary 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. - TI~.I~I~&_ X.'[ &P.., [~C_ - GEOTECHNICA,- ENVIRONMENTAL AND MATERL-~LS ENGINEERS DALL.4S FORT WORTH HOUSTON LONGVIEW .4L"STI:¥ 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.-18.'00 C.D. Construction - Garreth Campbell TS-Il REPORT #: DC00-040-074 Civ,., of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength ~.psi): ,3000 Placement Date: $-'10.'00 Slump (in.): 4 - 6 Sampled Bx': E. Jennings Air Content i%1: N A Weather: Clear Concrete Temp i °F): N.'A Supplier.-Mix: TXI FIELD DATA: SET #2 Ticket .--.: 2?06146 Time Batched: 7:48 AM Time Sampled: 8:35 AM Slump (.in.): 6 Air Content I%!: --- Unit Weight tpcf): N..'A Conc. Temp. I'=Fi: 90 Ambient Temp. {=F): 89 Yardage (c.y.): 160 c.y. Placement Location: Building pad =15. S. end of pad - 30' N & 10' E from SW comer of building Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS ('YL. INDERS MOLDED .AND ('!_RED PER ASTM C31. TESTED PER ..xS-rX~ C'3,). CAPPED PER ASTM (_'12~ I Set # Age Max Load Strength 2 Cylinder ~- Test Date (Days) (lbs) Area (sq.in) (psi) Notes 081005 8,-' 17/00 7 73480 28.27 2600 081006 9'7/00 28 105990 28.27 3750 081007 9.."7.."00 28 103860 28.27 3670 KAR 081008 Hold (1) NOILM..\L CYLINDER SIZE (v' X I'" .AREA 28 2~ sq. m. UNLESS NOTED ABOVE. ~,2~ UNBONDED (".AP SYS'FEM USED UNLESS OTHERVCISE NOTED ABOVE (3) FIELD TESTS ARE PER :\PPkI('ABLE ASTM STANi)ARDS. CI38. C143. ('1'72. (5231 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 MATER~.4LS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW .4USTIN l l050.4bles Lane, Dailab, To:vas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT DISTRIBUTION: CLIENT: North American Communmes Archon Group - Angle Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8 18.-00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-074 Cib' ofCoppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8. 10.-O0 Slump (in.): 4 - 6 Sampled By: E. Jennings Air Content (%!: N.'.h Weather: Clear Concrete Temp (°F): N.A Supplier..Mix: TXI FIELD DATA: SET #3 Ticket .=.: 2'706434 Time Batched: 10:22 AM Time Sampled: 11:00 AM Slump (in.): fi Air Content (o a.l: --- Unit Weight (pc£1: N,"A Conc. Temp. (:'F~: 96 Ambient Temp. I°F): 96 Yardage Ic.y.~: 80 ¢.y. Placement Location: Buikting pad ~15. N. end of pad - 10' S. & center t¥om N\V corner of building Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYI.INDERS M(.)I_DED AND {'t.:RED PER ASTM C31, TESTED PER AS'tM C39. CAPPED [)ER ASTM C! 231 Age Max Load Strength Set # Cylinder =. Test Date ,&rea (sq.in) Notes 3 ' (Days) (lbs) ('psi) 081009 8.-' 17/00 7 79090 28.27 2800 081010 9..'7i00 28 104310 28.27 3690 081011 9.-'7/00 28 113450 28.27 4010 IC&R 0810 l 2 Hold i l)NORM.M.C'YLINDERSIZE6"X 12"..&REA 28.2-sq m , UNLESS NOTED ABOVE. {2) UNBONDED CAP bYSTEM USED UNLESS {)TIIERWISE NOTED ABOVE. ti FIELD TESTS .-\RE I'LR AI~PLi('..\BLE ASTM STANDARDS: C!38. C!43. C[72, (_"23[ ~ 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-MAR, INC. -- GEOTECHNICAL ENVIRONMENTAL AND MATER~.4LS 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 - Angle Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8.'18.00 C.D. Construction - Garreth Campbell T.'¥II REPORT #: DC00-040-060 Ci~' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength {.psi): ,3000 Placement Date: 7. 19."00 Slump (in.): 5 Max. Sampled By: $. Adli Air Content (%): '- - 6 Weather: (71¢a~- Concrete Temp {:F): 95 Supplier.-Mix: TXI -' 8203 FIELD DATA: SET #1 '~ ' ~ ' 4:35 AM Time Sampled: _._0 AM Ticket ~: -,68_ 989 Time Batched: q.9 Slump (in.): ~ Air Content (%1: 3.5 Unit Weight (pcB: N."A Conc. Temp. I.=F'I: 9.~5 .Ambient Temp. [:F): 85 Yardage (c.y.): 10.-20;300 Placement Location: Paving at Building 2 Sample Location: South of Building 2 - 180' South & 20' West of NE exit Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND (-'L'REO PER ASTM C31. TESTED PER ASTM C30, CAPPED PER ..\S'I'M Set # A~,e Max Load Strength Cylinder ~ Test Date - Area (sq.in) ~ Notes 1 (Days) (lbs) (psi) 07190 l 7.-'26.."00 7 75630 28.27 2680 071902 8.-"16/00 28 l 11480 28.27 3940 071903 8:'16/00 28 108930 28.27 3850 IC.AR 071904 Discard (1 :, NORMAL CYLINDER SIZE O" X 12". AREA 28.27 >q. 'n.. UNLESS NOTED :\BOVIL (2} UNBONDED C.\P SYSTEM "._.SED UNLESS OT[ IERWISE NOTED ABOVE (3~ FIELD 'rESTS ARE PER APP[.IC.\BLE AS'tM ST:XNDARDS: C'.35. 0143. (_'172. C231 Page I 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. GEOTECHNIC~ ENVIRONMENTAL AND MATERI.4LS ENGINEERS D.4L.L.4S FORT WORTH HOUSTON LO:VGVIEW .4 USThV 11050.-lbles 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.-'18.-'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-060 CiR' of Coppell - Greg Jones SPECIFICATIONS PROJECT DAIA Strength (psi): 3090 Placement Date: 7-'19:00 Slump (in.): 5 Max. Sampled By: $. Adli Air Content [%): ~ - 6 Weather: q'lear Concrete Temp (CF): ~ Supplier:Mix: TXI : 8203 FIELD DATA: SET//2 Ticket #: 2686038 Time Batched: 5:34 AM Time Sampled: 6:30 AM Slump (in.): 2 Air Content (%): 4_ Unit Weight {pct'): N.-A Conc. Temp. (°F~: 9_~q Ambient Temp. {CF): ~ Yardage lc.y.}: 10.;100-'300 Placement Location: Paving at Building 2 Sample Location: 180' South & 60' West of NE exit Remarks: CONCRETE COMPRESSION TEST RESULTS t'YLINDERS MOLDED AND CURED PIER ASTM C31. TESTED PER ASTM C3O. CAPPED PER ASTM CI231 Set # Age Max Load Strength Cylinder ~ Test Date Area (sq.in) Notes 2 (Days) (lbs) (psi) 071904 7i26/00 7 72790 28.27 2570 071905 8/16,'00 28 102910 28.27 3640 071906 8/16:'00 28 104300 28.27 3690 071907 Discard ~i ~ NOP~MAL CYLINI)ER SIZE o" X 12". AREA 28.27 sq. m.. UNLESS NOTED ABOVE. 2~ UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE 3 ~ FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Ci 38. C'.43. C1 z2. C231 ~0 Gary D. D~', 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. ' 1' 15. RRA-NIAR~ 1~ {2. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS D.'-ILL,4S FORT WORTH HOUSTON £ONGFIEW AU'STIN 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.-'18.-'00 C.D. Construction - Garreth Campbell TMI REPORT ti: DC00-040-060 City of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 7. 19.'00 Slump lin.): ~ Max. Sampled By: $. Adli Air Content (%): 3 - 6 Weather: Clear Concrete Temp (°F!: ~ Supplier-Mix: IXI 8203 FIELD DATA: SET #3 Ticket ~;' 2686266 Time Batched: 7:48 AM Time Sampled: 8:30 AM Slump (in.): 5 Atr Content 1"~): 4_ Unit Weight {.pct'}: N. A Conc. Temp. (~F): 95 Ambient Temp. (:F): 95 Yardage (c.y.): N.:A Placement Location: Paving at Building 2 Sample Location: 220' South & 15' West of NE exit Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDEP, S MOLDED AND ('URED PER ASTM (-DI. 'rESTED PER ASTM C39. CAPPED PER ASTM C ]23: Set ~ Age Max Load Strength Cylinder #' Test Date Area (sq.in) Notes 3 (Days) (lbs) (psi) 071909 7;26/00 7 64640 28.27 2290 071910 8/16/00 28 96820 28.27 3420 071911 8/16/00 28 97540 28.27 3450 IC-XR 071912 Discard [! j NOILMAL CYI.INDER SIZE o" X 12". AREA 28.2? sq. 'n.. UNLESS NOTED ABO\:E. ~2! UNBONDED C.\P SYSTEM L'SED UNLESS OTIIERWISE NOTED ABOVE. (3 ~ FIELD TESTS ARE PER APPLICABLE AS'TM ST.-\ND..\RDS C'. 38. C l-t3. 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. TERI~-M:Mi, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS D.4LLAS FORT WORTH HOUSTON LO.¥G~'IEW AUSTIN 11050.4hies Lane. Da#as. To:fas ,7~'~9~.~ 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.'18.'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-060 City ofCoppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 7 19-'00 Slump (in.): ; Max. Sampled By: S. Adli Air Content (% !: ~ - 6 Weather: Clear Concrete Temp (:F~: 95 Supplier.-Mix: TX[ ' 8203 FIELD DATA: SET #4 Ticket *: 268538 Time Batched: 9:45 AM Time Sampled: 10:45 AM Slump ~in.): 2 Air Content !%1: 3.5 Unit Weight (pct): N.-'A Conc. Temp. C:F): 9~ Ambient Temp. {:F): 100 Yardage ic.y.l: 10..'310 Placement Location: Paving at Building 2 Sample Location: ~_, South & 50' West of NE exit Remarks: CONCRETE COMPRESSION TEST RESULTS ("'(LINDERS MOLDED AND CURED PER ASTM ("31. 'rESTED PER ASTM C3O. ('APl'ED PER ASTM (':231 Set ~ A~e Max Load Strength ? Cylinder ~ Test Date - Area (sq.in) - Notes 4 (Days) (lbs) (psi) 071913 7.-'26.."00 7 100840 28.27 3570 071914 8/16/00 28 115810 28.27 4100 071915 8/16i00 28 118390 28.27 4190 KAR 071920 Discard {1'? NORMAL CYLINDER SIZE o" X 12". AREA 28 2* >q. 'n. UNLESS NOTED ABOVE. {2'., I.;NBONDED CAP SYSTEM I'SED UNLESS OTHERWISE NO-I-ED ABOVE. ~3) FIELD TESTS ..\RE PER ..\PPI.iCAB[.E ASTM S~.\NI)ARDS: Ci 3.x.'. ('I.~3. (':72. ('231 ,e, Gary b. 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. TERRA-MAR, INC. GEOTECHNIC:-~ ENVIRONMENTAL AND _MATERJ,-~LS ENGINEERS DALLAS FORT IffORTH HOUSTON LONGkTEI~" AL.:STIN l1050.4bles Lane. Dallm. Texas 75229 Phone.'972-488-8800 Fax:972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT DISTRIBUIION: CLIENT: North American Communities Archon Group - Angie Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8.-'18.-00 C.D. Construction - Garreth Campbell IMI REPORT #: DC00-040-074 City of Coppell - Greg Jones SPECIFICAIIONS PROJECT DAIA Strength (psi): ,3000 Placement Date: 8.-'10.-'00 Slump (in.): 4 - 6 Sampled By: £. Jennings Air Content (%): N.'A Weather: Clear Concrete Temp (:F): N."A Supplier.-Mix: IXI FIELD DATA: SET #1 Ticket .=.': 2705955 Time Batched: 6:07 AM Time Sampled: 7:10 AM Slump (in.): ? 1 '2 Air Content I'%): --- Unit Weight (pcf): N.-'A Conc. Temp. (=F): 88 Ambient Temp. (:F): 84 Yardage Ic.y.): 90 c.y. Placement Location: Building pad al 5. center of pad - 20' W & 10' S of middle of pad Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS ('YLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER.-~S'm C:3'~. ('APPED PER ASTM ('1231 Set # Age Max Load Strength Cylinder ~ Test Date Area (sq.in) Notes 1 (Days) (lbs) (psi) 08 1001 8117/00 7 68610 28.27 2430 081002 9/7/00 28 081003 9."7/00 28 KAR 081004 Hold (I) NORMAL CYLINDER SIZE 6" X i2". AREA 28.2" sq. ~n.. UNLESS NOTED ABOVE. (2~ UNBONDED CAP SYSTEM USED UNLESS OTHER~3.'ISE NOTED ABO\"E 13) FIELD TESTS .ARE PER .-\PPI_ICABLE ^SIM STAND-\RDS: CI38, ('1-13. ('172, ('231 %,% 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 MATER~.-,,LS ENGINEERS D..4LLAS FORT WORTH HOUSTON LONGVIEW .4USTIN 11050.4bles Lane, Dallas. Texas 75229 Phone.'972-488-8800 F~m.'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-'18-"00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-074 Ci~' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8.-'10.'00 Slump (in.): 4 - 6 Sampled By: E. Jennings Air Content (%): N 'A Weather: Clear Concrete Temp (:'F): NA Supplier. Mix: TXI FIELD DATA: SET #2 Ticket ~: 2706146 Time Batched: 7:48 AY,-I Time Sampled: 8:35 AM Slump (in.): 6 Air Content ("b): --- Unit Weight Ipcf): N.-A Conc. Temp. I-~F}: 90 .-\mbient Temp. (~F): 8.9 Yardage (.c.y..l: 160 c.y. Placement Location: Building pad -~15. S. end of pad - 30' N & 10' E from SW corner of building Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED .&ND ('URED PER ASTM (,'31. TESTED PER ASTM C39, CAPPED ['ER ASTM C :23 Set # Age Max Load Strength 2 Cylinder .=.' Test Date (Dab's) (lbs) Area (sq.in) (psi) Notes 081005 8/17/00 7 73480 28.27 2600 081006 9/7/00 28 081007 9/7,."00 28 KAR 081008 Hold (1 ~ NORMAL CYLINDER SIZE 0" X 12". AREA ~8._ - sq. :n.. UNLESS NOTED ABOVE. t, 21 U.~BONDED CAP SYSTEM USED UNLESS OTHER\VISE NOTED ABOVE 13) F[EI.D TESTS .ARE PER ..\PPk!CABLE ASTM STANi')..\ RDS. C138. C',43, ('172. C231 ' Gary b. 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. TERI~4-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATEPa.-,,LS 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.-'18..'00 C.D. Construction - Garreth Campbell T~II REPORT #: DC00-040-074 City of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (]psi'): 3000 Placement Date: 8-'10.-'00 Slump (in.): 4 - 6 Sampled By: E. Jennings Air Content I%): N.-'A Weather: Clear Concrete Iemp {CF): N..A Supplier.Mix: IXI FIELD DATA: SET #3 Ticket c;: 2706434 Time Batched: 10:22 AM Time Sampled: 11:00 AM Slump {'in.): _6 Air Content {%): --- Unit Weight {pcfl: N-"A Conc. Temp. (:'F): 96 Ambient Temp. I.:F): 96 Yardage Ic.y.}: $0 c.y. Placement Location: Building pad ~15. N. end of pad - 10' S. & center from NW corner of building Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYI_INDERS MOLDED AND (.'[..'RE[) PER ASIM C31. TESTED PER ASTM C39. CAPPED PER ASTM CI231 Set # Cylinder # Test Date .Age Max Load Area (sq.in) Strength Notes 3 (Days) (lbs) (psi) 081009 8/17:"00 ?, 79090 ~'~8._~7 2800 081010 9/'7,'00 28 081011 9/7/00 28 KAR 081012 Hold ( I '~ NORMAL CYI.INDER SIZE 6" X 12". AREA 28.2? sq. in., UNLESS NOTED ABOVE 12~ UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE 13'~ FIELD TESTS ARI! PER APPLICABLE ASTM STANDARDS C138. CI43, CI._, %.% 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. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN 11050 Ables Lane. Dallas'. Texas 75229 Phone:972-488-8800 SOIL MOISTURE -DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D-2922) CLIENT: North American Communities DISTRIBUTION: PROJECT: Karrington Apartments Archon Group -Angie Rawie TMI REPORT #: DC00-040-081 North American Comm. - Kurt Heinbecker REPORT DATE: 8/18~00 C.D. Construction - Doyle Dameron Cib' of Coppell - Garreth Campbell & Greg Jones Don Matlock - FAX: 972-906-0608 SPECIFICATIOI~,'S TEST DATA Percent Compaction: 95- Date Tested: 8:15:00 Moisture Conteot (%}: Opt. - Technician: M. Kashem MATERIAL REFERENCE CUR~'E DATA CURVE TEST O.M,C. M.D.D. NO. METHOD MATERIAL DESCRIPTION I%) (PCF) 7168 ASTM 6951) Light Brown Clay ('Lime Treated) 23.0 94.5 IN-PLACE TEST RESULTS DENSITY AND MOISTt.'RE TESTS ARE PER ASTM D2922. D3017. RESPECTIVELY TEST ELEVATION REF. % WET DRY % NO. OR LIFT LO('ATION Ct'RVE MOIST. DENSITY DENSITY DEXSITY Fire lane / Parking Lot at - 1 Grade West of Building -~13 7168 25.2 114.9 91.8 97 2 Grade West of Building =14 7168 24.5 114.4 91.9 97 3 Grade East of Building ~12 7168 24.8 116.1 93.0 98 1_.4_ 1 DENSITY STD. COUNT: 2523 MOISTURE STD. COUNT: 648 GAUGE SN q < "R" AFTER TEST NUMBER INDICATES RETEST. GAt.:GE M.~Nt,'F:\CTURER: Troxler * INDICATES FAILUI,LI/ TO COMPLY WITH PROJEC'T SPEC'IFI('ATIONS GAUGE MODEL NO.: 3411-g REMARKS. sd Page I of I Gary D. Dry 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 Austin Longview 1 !050 Ables Lane, Dallas, Texas Phone: 972-488-8800 Fax: 972-488-8080 LIME STABILIZED GRADATION TEST REPORT Client: North American Communities Distribution: Project: Karrington Apartments Archon Group -Angie Rawie Report No.: DC00-040-075 North American Communities - Kurt Heinbecker Report Date: 8.'18/00 c.D. Construction - Garreth Campbell City of Coppell - Greg Jones Test Method: TEX 101E Date Tested: 8/10,"00 Min % Passing 1 3/4" Sieve 100~/0 Technician: M. Kashem Min % Passing #4 Sieve 60o/o Stabilizing Agent: Lime Fire Lane / Parking Lot at - 1 South side of Building #10 100°..6 65% 2 South side of Building #11 100% 64% 3 South s~de of Building #13 100% 88% Remarks: sd Note: Th~s report is for the exclusive use of the client addressed. This report my not be reproduced except in its entirety, without the written consent of TMI Results apply ~o above test only. TERRA-MAR, INC. GEOTECH~qCAL ENVIRONMENT.aL AND MATERIALS ENGINEERS D, qLL4S FORT WORTH HOUSTON LON(jVIEW .4USTL\: i!050 Ables Lane. Dallas. Texas 75229 Phone.'972-488-8800 REPORT OF CONCRETE PLACEMENT CLIENT: North .American Communities DISTRIBUTION: PROJECT: Kaxfin~on Aparunents ,Archon Group - Angie Rawie TMI REPORT #: DC00-040-074 North .American Communities - Kurt Heinbecker REPORT DATE: 8; 18..'00 C.D. Construction - Garreth Campbell SERVICE DATE: 8:'10/00 City o f Coppell - Greg Jones CONCRETE FOR: Building pad ;5 CUBIC YARDS PLACED: 310 DESIGN IDENTIFICATION: 9505 R-9505 READY MLX PLANT: TXI TIME OF POUR: START: 6:00 ,&\,l FINISH: 11:30 A_\.I CONCRETE TEMPERATURE RANGE: 88-96 AIR TEMP. RANGE: 84-96 SLUMP RANGE: 6-7 1:2 ENTRAINED AIR RANGE: --- TEST CYLINDER OR BEAM ID: K.~ 081001 - 081012 TECHNICLa, N: E. Jennings TIME: 5.5 hours COM~-IENTS OR PROBLEMS: Mix design cha~ged from 9505 to R-9509, mid-pour. Last set of cylinders taken on R-9505. Other two taken on 9505. sd Note: This report is tbr tile exclusive use of the Client addressed. This report rna3- not be reproduced except in its entirety, :vithout TERRA-~'£~R, In~. the written consent ol'TS. 1I. Results apply only to above tests. fERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS Dallas Fort Worth Houston Austin Longview 11050 Ables Lane, Dallas, Texas Phone: 972-488-8800 Fax: 972-488-8080 LIME STABILIZED GRADATION TEST REPORT Client: North American Communities Distribution: Project: Karrington Apartments Archon Group - Angle Rawie Report No.: DC00-040-073 North American Communities - Kurt Heinbecker Report Date: 8/18i00 c.D. Construction - Garreth Campbell C~ty of Coppell - Greg Jones Test Method: TEX 101E Date Tested: 8/9/00 Min % Passing I 3/4" Sieve 100¥o Technician: M. Kashem Min % Passing #4 Sieve 600/0 Stabilizing Agent: Lime Fire lane / Parking Lot I West o[ Cot #8 100% 60% 2 West of Lot #9 100% 67% 3 West of Lot #10 100% 65% Remarks: sd Note: This report is for the exclusive use of the client addressed. This report my not be reproduced except in its entirety, without the written consent of TMI. Results apply to above test only. Project Manager tERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS Dallas Fort Worth Houston Austin Longview ? !050 Ables Lane, Dallas, Texas Phone: 972-488-8800 Fax: 972-488-8080 LIME STABILIZED GRADATION TEST REPORT Client: North American Communities Distribution: Project: Karrington Apartments Archon Group - Angle Rawie Report No.: DC00-040-077 North American Communities - Kurt Heinbecker Report Date: 8,."18i00 C.D. Construction - Garreth Campbell City of Coppell - Greg Jones Test Method: TEX 101E Date Tested: 8/11.."00 Min % Passing 1 3~4" Sieve 100% Technician: M. Kashem Min % Passing #4 Sieve 60~o Stabilizing Agent: Lime Fire Lane / Parking Lot 1 West side of Building ,~13 100% 64% 2 West side of Building ,~14 100% 69% 3 East side of Building #12 100% 65% Remarks: sd Note: This report is for the exclusive use of the client addressed. This report my not be reproduced except in its entirety, without the written consent of TMI. Results apply tc above test only. Gary D. Dry Project Manager