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Gunner P2-LR000630 "rE~W,A-~'VI.~,, I~ C. '" GEOTECHNICA~ ENVIRONMENTAL zauND MATERa:'tLS 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 Rawic PROJECT: Karrington Apartments North American Communities - Kart Heinbecker REPORT DATE: 6,'30;'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-041 City of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 6,'20:'00 Slump (in.): 4 - 6 Sampled By: A. Haves Ak Content (?'o~: 4 -:- 2 Weather: P. Cloudy Concrete Temp {°F): 99 Supplier/Mix: TXI FIELD DATA: SET # 1 Ticket e: 2662765 Time Batched: 8:08 AM Time Sampled: 9:00 AM Slump (in.): ~ I 2 Air Content (%): 4_ Unit Weight (pct3: N.'A Conc. Temp. (':FI: 92 Ambient Temp. (°F): 8.--' Yardage (c.y.'): 90.'600 Placement Location: Building 6 Sample Location: Unit's 621 - 611 Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C617 Set # Age Max Load Area Strength Cylinder # Test Date Notes 1 (Days) (lbs) (sq.in) (psi) 062001 6/27/00 7 79910 28.27 2830 062002 7/18/00 28 062003 7/18/00 28 KAR 062004 Hold il) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in.. UNLESS NOTED ABOVE. (2i UNBONDED CAP SYSTEM USED. TYPE Ai(7ONE~ FRACTURE UNLESS OTHERWISE NOTED: B ,CONE-SPLIT'i; C(CONE-SHEAR): D (SHEAR); E ,COLL..MNARI (3) FIELD TESTS ARE PER -\PPLiCABLE ASTM STANDARDS: C138. C143. Ci72. C231 Additional Distribution: Don Matlock - Fax: 972-906-0608 icl Garry o DI'?' ~ Page 1 of 6 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.~R, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON 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 - Angie Rawie PROJECT: Karnngton Apartments North American Communities - Kur~ Heinbecker REPORT DATE: 6, 30;00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-041 CiD' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 6/20:00 Slump (in.): 4 -."- ~ Sampled By: A. Hayes Air Content (%): 4 -"-2 Weather: P. Cloudy Concrete Temp (°F): 99 Supplier."Mix: TXI FIELD DATA: SET # 2 Ticket ~*: 2662902 Time Batched: 9:03 AM Time Sampled: 9:50 AM Slump (in.): 4_ Air Content (%): 5 Unit Weight ('pcB: N/A Conc. Temp. (°FI: 94 Ambient Temp. I°F): ~ Yardage (c.y.'.): 140-600 Placement Location: Building 6 Sample Location: Umfs 623 & 625 Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED .AND CURED PER ASTM C31. TESTED PER ASTM C30, CAPPED PER ASTM C01" Set # AGe Max Load Area Strength Cylinder # Test Date - - Notes 2 (Days) (lbs) (sq.in) (psi) 062005 6/27.:'00 7 88030 28.27 3110 062006 7/l 8/00 28 062007 7/18,"00 28 KAR 062008 Hold (1) NOILMAL CYLINDER SIZE o" X 12", AREA 28.27 sq. m.. ULNLESS NOTED ABOVE. (2) L.~BONDED CAP SYSTEM USED. TYPE AtCONE} FR_&CTURE UNLESS OTHERWISE NOTED; B iCONE-SPLIT); C(CONE-SHEAR); D (SHEAR}; E ~COLUMNAR) (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C!28. C145. CI72, C231 additional distribution: Don Matlock - Fax: 972-906-0608 Page 2 of 6 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 MATERI:-xLS ENGINEERS DALLAS FORT I'VORTH HOUSTON LONGV[EW AUSTIN 11050 Ables Lane. Dallas. Texas' 75229 Phone:972-488-8800 Fc~.'972-488-8080 CONCRETE INSPECTION .~ND COMPRESSION TEST REPORT DISTRIBUTION: CLIENT: North American Communities Archon Group - Angle Rawie PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 6/30/00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-041 Ci~ of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (.psi): 3000 Placement Date: 6,"20..'00 Slump (in.}: 4 -,'- ,~ Sampled By: A. Hayes A~ Content I°.'o): 4 -;- 2 Weather: P. Cloudy Concrete Temp {°F): 99 Supplier.'Mix: TXI FIELD DATA: SET # 3 Ticket e: 2663050 Time Batched: 10:10 AM Time Sampled: 10:58 AM Slump (in.): 6 Air Content (%): 4.75 Unit Weight tpcf): N.-A Conc. Temp. (CF): 9_~4 Ambient Temp. {:F): 88 Yardage (c.y.): 210..'600 Placement Location: Buildings 6 Sample Location: Unit's 628 & 618 Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39. CAPPED PER .-\STM C617 Set # Age Max Load Area Strength 3 Cylinder # Test Date (Days) (lbs) (sq.in) (psi) Notes 062009 6/27/00 7 83640 28.27 2960 062010 7/18/00 28 062011 7/18/00 28 KAR 062012 Hold (I) NORY,-1AL CYLINDER SIZE 0" X 12". AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) L,'NBONDED ('AP SYSIEM USED, TYPE AtCONE~ FRACTURE UNLESS OTHERWISE NOTED; B ~.CONE-SPLIT): C(CONE-SHEAR); D (SHEAR); E ~COLU:MNAR) (3) FIELD TESTS ARE PER :\PPLiCABLE ASTM STANDARDS. C~3~.(7143. C72. C23i · dditionai distribution: Don Matlock - Fax: 972-906-0608 id Gar3.' D. Dry Page 3 of 6 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-MAlL INC. -- GEOTECHNICAL ENVIRONMENTAL AND MATERa,-~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 Rawie PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 6,"30;'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-041 Cid' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 6."20,00 Slump (in.): 4 -.-'- 2 Sampled By: A. Haves Air Content (%): 4 -.'- 2 Weather: P. Cloudy Concrete Temp (°F): 99 Supplier;Mix: TXI FIELD DATA: SET # 4 Ticket #: 2663229 Time Batched: 11:33 AM Time Sampled: Slump lin.): 6 Air Content~%~: 4_ Unit Weight (pcf): Conc. Temp. (°F): 96 Ambient Temp. (°F): 94 Yardage (c.y.): Placement Location: Bmlding ? Sample Location: Units 721 & 711 Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED .AND (.'[iRED PER ASTM C31. TESTED PER ASTM (.'39. CAPPED PER ASTM C6i 7 Set # Cylinder # Test Date Age Max Load Area Strength Notes 4 (Days) (lbs) (sq.in) (psi) 062013 6/27:00 7 56300 28.27 1990 062014 7;18/00 28 062015 7/18/00 28 062016 Hold (1) NORMAL CYLINDER SIZE o" X.,;~ "", .&REA 28.27 sq. ~n., UNLESS NOTED ABOVE. (2) L.,~BONDED CAP SYSTEM USED. TYPE .&i(.'ONE t FIL&CTURE UNLESS OTHERWISE NOTED: B ~CONE-SPLIT'~ C;CONE-SHEAR; D (SHEARL E (COLUMNAR) (3) FIELD TESTS .&RE PER .\PPLICABLE ASTM :-;T.-kNDARDS. C138, C143, C172. C231 additional distribution: Don Matlock - Fax: 972-906-0608 id Gar.'.' D. Dr3' Page 4 of 6 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 LONGV[EW AUSTIN 11050.4bles Lane, Dallas. Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT DISTRIBUTION: CLIF-NT: North American Communities Archon Group - Angle Rawie PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 6~30/00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-041 City. ofCoppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength {.psi): 3000 Placement Date: 6.'20.QQ Slump (in.): 4 -.'- 2 Sampled By: A. Haves Air Content (°..'o1: 4 -.'- 2 Weather: P. Cloudy Concrete Temp (°F): 99 Supplier;Mix: TXI FIELD DATA: SET # 5 Ticket ~: ....... '~r~'~aT~. Time Batched: I :_,0' p.x,l Time Sampled: _.7' 1 ~ PM Slump (in.): 5 1.'2 Air Content (%): 5 Unit Weight tpct'): N."A Conc. Temp. (':F'): 97 Ambient Temp. (=F): 9._~4 Yardage (c.y.): 450.600 Placement Location: Building ? Sample Location: Unit's 732. 722. '712 Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM Cal. TESTED PER ?,s'r.,.-I ¢3'~. CAPPED PER ASTM C017 Age Max Load Area Strength Set5 # Cvlinder.# Test Date (Davs). (lbs) (sq.in) (psi) Notes 062017 6/27/00 7 66140 28.27 2340 062018 7/18/00 28 062019 7/18/00 28 KAR 062020 Hold (1) NOILMAL CYLINDER SIZE fl" X !2", AREA 28.2' sq. ;n., UNLESS NOTED ABOVE (2) UNBONDED CAP SYSTEM USED. TYPE A~C()NE'~ FRACTURE UNLESS OTHERWISE NOTED: B CONE-SPLIT)' C(CONE-SHEAR); D (SHEARS; E ~COLL'MNAR, (3) FIELD TESTS \RE PER .-\PPLICABLE ASTM STANDARDS. CI 3,'i. CI43. C172. C231 additional distribution: Don Matlock - Fax: 972-906-0608 , %.% Page 5 of 6 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~-MAR, INC. - GEOTECHNIC3~L ENVIRONMENTAL :~ND .'VL&TERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AU'SThV l l050 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 Rawie PROJECT: Karrington Apartments North American Communities - Kurt Heinbeckcr REPORT DATE: 6/30t00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-041 City. of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 6:'20.'00 Slump (in.): 4 --- ~ Sampled By: A. Haves Air Content (%): 4 -.- .~ Weather: P. Cloudy Concrete Temp {°F): 99 Supplier:Mix: TXI FIELD DATA: SET # 6 Ticket #': 2663645 Time Batched: 2:57 PM Time Sampled: ~ < ~-:4_ PM Slump (in.): 6 Air Content (%}: ~ Unit Weight (pet3: N.-A Conc. Temp. (:F): 96 Ambient Temp. (°F): 92 Yardage (c.y.): 560.-600 Placement Location: Building 7 Sample Location: Unit's 734. 724, 714 Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM ('39, CAPPED PER ASTM ('61~ Set # Age Max Load Area Strength Notes 6 Cylinder .=.'Test Date (Days) (lbs) (sq.in) (psi) 062021 6i27/00 7 69080 28.27 2440 062022 7/18/00 28 062023 7/18/00 28 KAR 062024 Hold (1) NOILMAL CYLINDER SIZE (;' X [2", AREA 28.27 sq. in.. UNLESS NOTED ABOVE. (2) L:~BONDED CAP SYSTEM USED. TYPE A~CONE~ FRACTURE UNLESS OTHERWISE NOTED: B ~CONE-SPLIT): C(CONE-SHEAR); D (SHEAR): E (COLL'MNARi (3) FIELD TESTS ARE PER APPLICABLE ASTM ST&NDARDS. C'138, C1 '-3, C'.'72. C22l additional distribution: Don Matlock - Fax: 972-906-0608 ,~ Gary I). Dry Page 6 of 6 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.