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Gunner P2-LR000728 TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL A~ND MATERLsd~S ENGINEERS DALL.4S FORT WORTH HOUSTON LONGVIEW AUSTIN l l 050 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 .~rnerican Communities - Kurt Heinbecker REPORT DATE: 7:28;00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-057A City..- ofCoppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): Placement Date: 7/12:'00 Slump (in.): Sampled By: Contractor Air Content (%): Weather: Concrete Temp (°F): Supplier:Mix: FIELD DATA: SET #1 Ticket ~: Time Batched: Time Sampled: Slump (in.): Air Content (%): Unit Weight (pc0: Conc. Temp. (°F): Ambient Temp. (°F): Yardage (c.y.): Placement Location: Sample Location: Curb at east parkin,, lot Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C1231 Set # Age Max Load Area Strength Notes 1 Cylinder # Test Date (Days) (lbs) (sq.in) (psi) 071201 7/19;00 7 91600 28.27 3240 071202 8/9.:'00 28 071203 8/9/00 28 KAR 071204 Hold ~.I) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. ~n.. UNLESS NOTED ABOVE. (2~ UNBONDED CAP SYSTEM USED UNLESS OTItERWISE NOTED ABOVE. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: CI3$, C143. C[72, C231 id . .Dr}', ?/z~/ 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. T ERI~at-i~IAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATEktALS ENGINEERS DALL.4S FORT WORTH HOL:STON LONG?IEW .4 USTIN 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: ? 28.-00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-042 City of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 4000 Placement Date: 6-'26-'00 Slump {in.): I - 5 Sampled By: E. Jennings Air Content o - I. o! I - 4 Weather: Clear Concrete Tempt :'F): Supplier.-'Mix: TXI FIELD DATA: SET gl Ticket e- 107107? Time Batched: '~ '' - 1_:.~: PM Time Sampled: 1:15 AM Slump lin.'): 3 1 2 Air Content (%): 2 [_'nit \Veight Ipcl'l: N A Conc. Iemp. I:F}: 85 Ambient Temp. (:F): 90 Yardage Ic.y.l: 10 Placement Location: Approach to complex Sample Location: East exit drive from complex. Remarks: CONCRETE COMPRESSION TEST RESULTS CYt. INDERS MOLDED AND C[.;R. kD PER ASTM C3 I. TESTED PER :\S'[M C39. CAPPED PER :\SIM ('I 23 ': Set ~ A~e Max Load Area Streneth 1 Cvlinder v_. Test Date ~ - Notes " (Day-'s) (lbs) (sq.in) (psi') 062601 7.-"3/00 7 98550 28.27 3490 062602 7.-'24i00 28 145750 28.27 5160 062603 7.-"24.."00 28 135930 28.27 4810 KAR 062604 Discard (.1) NORMAL CYLINDER SIZE .6" X 12". AREA 28.2- sq. in.. UNLESS NOTED ABOVI!. ~2) UNBONDED CAI' SYSTEM USED UNLESS ()'FI !ERWISE NOTED ABOVE. (3) FIELD TESTS .-\RE PER .\PPL[CABt. E :\STM ST:\NI):\RDS. C: 38. CI43. ("i 72. £'23 ! Additional Distribution: 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. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS D.4LLAS FORT D'ORTH HOUSTON LO:VGkTEW 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 Rawie PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 7/28/2000 Revised 8/11/00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-041 Cit'5.' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): .'-000 Placement Date: 6.- 20.-'00 Slump (in.): 4 - 6 Sampled By: A. Haves Air Content (%): 4 - - 2 Weather: P. Cloudv Concrete Temp I:'F): 99 Supplier Mix: TXI FIELD DATA: SET # 1 Ticket a: 2662765 Time Batched: 8:08 AM Time Sampled: 9:00 AM Slump (in.): q 1-2 Air Content (%): -4_ Unit Weight (pcfl: N. A Conc. Temp. I :F.): 92 Ambient Temp. (=F): 87 Yardage ic..v.h 90-600 Placement Location: Building 6. slab on grade Sample Location: ['nit he's. 621 - 611 Remarks: CONCRETE COMPRESSION TEST RESULTS (.'Yi_iNDI~RS MOLDED AND CURED PER ASTM ("3i. TESTED PER ASTM C30. C_\PPED PER AS'I'M (_'617 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.:'18i00 28 124810 28.27 4410 062003 7.."18,-'00 28 124570 28.27 4410 KAR 062004 Discard {1) NORMAL CYLINDER SIZE 6- X ~2". AREA 28 27 sq. in.. UNI_ESS NOTED ABOVE. t2) UNBONDED CAP SYSTEM USED. TYPE A~t'ONE~ FRAC'I'URE UNLESS O'I-IqERWISE NOTED: B ('ONE-SPLII'~. C~(-'ONE-SIIEAR): D (SHEAR): E iCOI.UMNAR~ (3) FIELD TESTS ARE PER APPLICABLE ASTS. 1 STANDARDS: C138. C143. C172. C231 Additional Distribution: Don Matlock - Fax: 972-906-0608 ia Gar>' D. D Page I of 6 Project ManagerlEt~:~{ 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.~L ENVIRONMENTAL .~ND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGI/IEW 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 Rawie PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 7/28/2000 Revised 8/11;00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-041 CiLv ofCoppell - Greg Jones SPECIFICATIONS PROJECT DAT.& Strength (psiS: 3000 Placement Date: 6-20..00 Slump I. in.): 4 - - 2 Sampled By: A. Hayes Air Content i% I: 4 - -2 Weather: P. Cloudy Concrete Temp {:Fi: 99 Supplier.-Mix: TXI FIELD DATA: SET # 2 Ticket -% 2662902 Time Batched: 9:03 A.M Time Sampled: 9:50 AM Slump (in.): _4 Air Content ~%): ~q Unit Weight ~pci3: N A Conc. Temp. (:'F'~: 94 Ambient Temp. I:F): 90 Yardage lc.y.): 140:(300 Placement Location: Building 6 - slab on grade Sample Location: Unit he's. 623 & 625 Remarks: CONCRETE COMPRESSION TEST RESULTS C','I_.INDERS MOLDED AND CURED PER ASTM C3t, TESTED PER ASTM C39. CAPPED PER ASTM C'o~- Set v; Cvlinder¢ Test Date Age Max Load Area Strength 2 ' (Day.'s) (lbs) (sq.in) (psi) Notes 062005 6..'27/00 7 88030 28.27 3110 062006 7/18/00 28 131180 28.27 4640 062007 7/18/00 28 124590 28.27 4410 KAR 062008 Discard ~1'~ NORMAL CYLINDER SIZE O" X 12". AREA 28.2- ..q. in.. UNLESS NOTED ABOVE. (2) UNBONDED C:\P SYSTEM USED. TYPE :\d.'(')NE, FRACTURE UNLESS OTHERWISE NOTED: B ~('ONE-SPLIT~; ('t(.-'ONE-SHEAR'~: D tSI4E:\R~: E ~C'OLUMNAI~ {3) FIELD TESTS .\RE PER .\PPLICABLE ASTM S'I'.\NDARDS: Ci38. C143. CI72. (.'231 additional distribution: Don Matlock - Fax: 972-906-0608 ,e: Gar5' O. Dry Page 2 of 6 Project Manager~*°;~o 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 .4USTIN l i050.4bles Lane. Dallas. Texas,_,_,_,~'~'° 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: 7/28/2000 Revised 8/11;'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 I. in.): 4 - - 2 Sampled By: A. Haves Air Content I%): 4 * - 2 Weather: P. Cloudy Concrete Temp ( ?F ~: 99 Supplier- Mix: TXI FIELD DATA: SET # 3 Ticket #: 2663050 Time Batched: 10:10 AM Time Sampled: 10:58 AM Slump ~in. ~: 6 Air Content (°o): 4.75 Unit Weight (pcf): N."A Conc. Temp. (':F~: 9._~4 Ambient Temp. ~:F): 88 Yardage (c.y.~: 210.-'600 Placement Location: Building 6 - slab on grade Sample Location: I_'nit rip's. 628 & 618 Remarks: CONCRETE COMPRESSION TEST RESULTS CYLI\DERS MOLDED AND ('URED PER ASTM ("3i. TESTED PER ASTM C39. CAPPED PER ASTM C61'7 Set # Age Max Load Area Strength Cylinder g Test Date Notes 3 (Days) (lbs) (sq.in) (psi) 062009 6/27-'00 7 83640 28.27 2960 062010 7.-' l 8.-'00 28 123600 28.27 4370 062011 7.-'18/00 28 117190 28.27 4150 KAR 062012 Discard ~1.~ NORMAL £'YLINDkR SIZE to" X 12", AREA 2S.2- sq. :n. UNLESS NOTED ABOVE. (2) UNBONDED (.'Al~ SYS'FEM USED. TYPE :\~('()Ni:~ FRACTURE UNLESS OTHERWISE NOTED: B ,('ONE-SPLIT~: CtCONE-SItI!:kR~; D iSHEAR~: E ,('OLL'MNAR~ t3~ FIELD TESTS .-\Rli PI:R .\PPLICABLE ASTM STANDARDS: (-'138. CI43. C172. ('231 additional distribution: Don Matlock - Fax: 972-906-0608 ~d . ~rv Page 3 of 6 Project Manager ~o;sed 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. TE RIL4,-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LO,¥G~"IEW AUSTIN 11050.qbles Lane. Dallas. Texas 75229 Phone.'972o488-8800 Fax:972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT DISTRIBUTION: CLIENT: North American Communities Archon Group - Angle Raxvie PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 7..'28.00 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.l: 4 -'- 2 Sampled By: A. Hayes Air Content {% ~: 4 -'- 2. Weather: P. Cloudy Concrete Temp I ~F): 99 Supplier. Mix: TXI FIELD DATA: SET # 4 Ticket ~' 2663229 Time Batched: 11:33 AM Time Sampled: Slump (in.): fi Air Content{%): 4 Unit Weight {pcf): Conc. Temp. I :F'): 9_fi6 Ambient Temp. (°F): 9,1 Yardage (c.v.}: Placement Location: Building 7 - slab on grade Sample Location: [,'"nit no's. 721 & "I 1 Remarks: CONCRETE COMPRESSION TEST RESULTS CYI..INDERS MOLDED AND CURED PER ASTM ('3~. TESTED PER ASTM C39. ('API'F:D ['ER :\STNI ('61': Set # Cylinder# Test Date Age Max Load Area Strength Notes 4 (Days) (lbs) (sq.in) (psi) 062013 6/27/00 ? 56300 28.27 1990 062014 7/18/00 28 94010 28.27 3330 062015 7/18/00 28 93630 28.27 3310 IC&R 062016 Discard ~ ~ } NORMAL CYI_IS. DEI~. SIZE §" X 12". AREA 2S.2~ sq m.. UNLESS NOTED ABOVE. (2i UNBONDED ('AP SYSTEM L'SED. TYPE Ai('OS.E~ FRACTURE UNLESS OTHERWISE NOTEI); B ,('ONE-SP[_I'r ,; Ci('ON E-S[-IEAR): D ~SHEAR'~; E ~COI.L.!MNAR} ~3~ FIELD TESTS ARE PER APPI. ICABLE ASTM ST:XNDAP. DS: C138. ('143. C172. C231 additional distribution: Don Matlock - Fax: 972-906-0608 ,d . Dry 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 D.4LLAS FORT WORTH HOUSTON LONGVIEW .4USTIN !1050 dbles 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: 7-28.00 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 -- - 2 Sampled By: A. Haves Air Content ~% ~: 4 ~-.- 2 Weather: P. Cloudy Concrete Temp i =F): 9~9 Supplier'_Mix: TXI FIELD DATA: SET # 5 Ticket #: 2663475 Time Batched: 1:30 PM Time Sampled: 2:15 PM Slump (in.l: 5 1 2 Air Content ~.'!,,1:~ Unit Weight ~.pcf): N.-'A Conc. Temp. (':F): 9.~- Ambient Temp. I:F): 9._~4 Yardage tc.y.): 450-600 Placement Location: Building 7. slab on grade Sample Location: Unit he's. 732. 722. and 712 Remarks: CONCRETE COMPRESSION TEST RESULTS CYI.INDERS MOLDED AND CURED PER ASTM ('3 ~, TESTED PER ASTM ("39. ("AI~PED PER ASTM C'b:7 Age ,Max Load Area Strength Set # Cylinder ~ Test Date Notes 5 (Days) (lbs) (sq.in) (psi') 06201 7 6/27:"00 7 66140 28.27 2340 062018 7.-'18.'00 28 105500 28.27 3730 062019 7."18/00 28 107150 28.27 3790 KAR 062020 Discard il) NORMAL CYLINDER SIZE o" X :2". AREA 28.2" sq !n.. UNLESS NOTED ABOVE. 12~ UNBONDED t. AP SYSTEM USED. TYPE A,('ONIi~ FRACTURE UNLESS OTI [ERWISE NOTED: B ~('ONE-SPI.[T,: Ct('ONE-SHEAR): D ISHEAR~: E ,CO[.UMNAR~ ~3~ EIELD TESTS ARE PER API'LICABLE ASTM STANDARDS: C128. C143. ('172. C231 additional distribution: Don Matlock - Fax: 972-906-0608 ,d GarxJ D. Dry 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. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGI"IEW ,4USTIN 11050,4bles Lane. Dalhls. 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: 7.-'28.00 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.l: 4 - - 2 Sampled By: A. Haves Air Content I.%): 4 --- 2 Weather: P. Cloudy Concrete Temp [::F) 99 Supplier Mix: TXI FIELD DATA: SET # 6 ....... ~:4_ PM Ticket ~: '~66264'~ Time Batched: ~.~7 PM Time Sampled: ~ ~ Slump !in.l: _6 Air Content t%l: 4.5 Unit Weight Ipcfl: N..A Conc. Temp. (:FI: 96 Ambient Temp. {'~F'I: 92 Yardage Ic.y.): 560-'600 Placement Location: Building 7, slab on grade Sample Location: Unit's 734, 724, 714 Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOI.DED AND CURED PER ASTM (.'~ I. TESTED PER AS'FM C39. ('..\PF'ED ['ER -\STM ('~ 7 Set ,--. Cylinder .a Test Date Age Max Load Area Strength Notes 6 (Days) (lbs) (sq.in) (psi) 062021 6..'_ ;v00 7 69080 28.27 2440 '> '~'~ 7.-" 1 .... 06_()~; 8..'00 28 102840 98 ~? 3640 062023 7.-"18.."00 28 98750 28.27 3490 KAR 062024 Discard (1 ~ NORMAL CYLINDER SIZE 6" X 12". ARE.\ 2.q..27 sq. m.. UNLESS NOTED ABOVE. (2~ UNBONDEI) ('AP SYS'FI-~M USED. TYPE Ait.'ONE ~ FR.\CTI.'RE UNLESS ()THER\VISE NO'FED: B iCONE-SPLIT): ¢'~CONE-SI IE:\R~; D fSHEAR~: E ,C()L[.MN:\R'~ ~3) FIELD TESTS ..\ RE PER APPL~C..\BI.E ASTM .'; I'.-\ND.XRDS. C138. C143. C172. C231 additional distribution: Don Matlock - Fax: 9'72-906-0608 Page 6 of 6 Project Manager f~evi~e 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. -- 'YE~,A-blAI~ INC. GEOTECHNICAL ENVIRONMENTAL AND MATER&~LS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTI:V 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: 7..'28;'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-043 CiD' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 6.,'23.-"00 Slump (in.): 5 Sampled By: E. Jennings Air Content (%): N:'A Weather: Clear Concrete Temp (°F): N."A Supplier.-Mix: TXI FIELD DATA: SET #1 Ticket ~': 1394191 Time Batched: 7:38 AM Time Sampled: 8:20 AM Slump (in.): 6 1."2 Air Content (%): N,'A Unit Weight (pcf): Conc. Temp. (°F): N.-'A Ambient Temp. (°F): N;A Yardage (c.y.): 60 Placement Location: South end slab ~-8.5 feet from SW comer Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM Cal. TESTED PER ASTM C39. CAPPED PER ASTM CI231 Age Max Load Area Strength Setl # Cvlinder~ # Test Date (Days) (lbs) (sq.in) (psi) Notes 062301 6/30/00 7 68440 28.25 2420 062302 7/21/00 28 110590 28.27 3910 062303 7/21."00 28 112720 28.27 3990 062304 Discard (1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE. ~.2) UNBONDED CAP SYSTEM USED UNkESS OTHERWISE NOTED ABOVE. (3) FIELD TESTS ARE PER APPL[CABkE ASTM STANDARDS: C138, C143. C172, C231 Additional Distribution: Page I of 5 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. GEOTECHNICP~L EN VIRONMENI'AL AaND ~IA'I'ERI:-xL:$ ENCilNEILR~ DALLAS FORT WORTH HOUSTON LO~VGVIEW AUSTIN 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 Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 7:'28;00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-043 CiW of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 6,'23.-'00 Slump (in.): 5 Sampled By: E. Jennines Ak Content (%): N.-'A Weather: Clear Concrete Temp (°F): N/A Supplier.:Mix: TXI FIELD DATA: SET #2 Ticket ~: 1394208 Time Batched: 8:55 AM Time Sampled: 9:50 AM Slump (in.): 5 Air Content (?6): N."A Unit Weight (pc0: Conc. Temp. (°F): N..'A Ambient Temp. (:F): NiA Yardage (c.y.): 140 Placement Location: Slab a."8.20 feet from SE comer 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 Area Strength 2 Cylinder # Test Date (Days) (lbs) (sq.in) (psi) Notes 062305 6/30/00 7 77740 28.25 2750 062306 7/21/00 28 108730 28.27 3850 062307 7:'21/00 28 111900 28.27 3960 062308 Discard (1) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in.. UNLESS NOTED ABOVE. (2) UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE. (3) FIELD TESIS ARE PER :\PPLICABLE ASTM STANDARDS: C138. C143. C172. C231 Additional Distribution: %% id Gar.~ DD', Page 2 of 5 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. '¥Ega"~-MAIt, llqC. - GEOTECHNICAL £NVIRONMENTAL zM'~ID MATERI~S ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN l1050 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: 7/28,-'00 C.D. Consu-uction - Garreth Campbell TMI REPORT #: DC00-040-043 Ciw of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 6/23."00 Slump (in.): 2- Sampled By: E. Jennings Air Content (%): N;A Weather: Clear Concrete Temp (°F): N,'A Supplier.-Mix: TXI FIELD DATA: SET//3 Ticket #': 1394228 Time Batched: 10:30 AM Time Sampled: 11:20 AM Slump (in.): 6 Air Content (%): N/A Unit Weight (pcf): Conc. Temp. (=F): N..'A Ambient Temp. (°F): N/A Yardage (c.y.): 230 Placement Location: Slab ~8, center of pad Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C3I. TESTED PER ASTM C39. CAPPED PER ASTM C1231 Set # Age Max Load Pd'ea Stren~h 3 Cylinder # Test Date (Days) (lbs) (sq.in) (psi) Notes 062309 6.,"30/00 7 75300 28.25 2670 062310 7/21/00 28 108920 28.27 3850 062311 7/21/00 28 106950 28.27 3780 062312 Discard (I) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., LFNLESS NOTED ABOVE. (2) L.~BONDED CAP SYSTEM USED L.~LESS OTHERWISE NOTED ABOVE. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143. C1 v2. C231 Additional Distribution: id Ga~' D~', ?/aV Page 3 of 5 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~zq~LS ENGINEERS DALLAS FORT WORTH HOUSTON LONGPTEIV .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 .~-nerican Communities Archon Group - .amgie Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 7,'28/00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-043 CiD' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 6;23;00 Slump tin.): 5 Sampled By: E. Jennin~s Air Content (%): NYA Weather: Clear Concrete Temp ('°F): N;A Supplier. Mix: TXI FIELD DATA: SET//5 Ticket -': 1394264 Time Batched: 1:44 PM Time Sampled: 2:30 PM Slump (in.): 5 Air Content (%): NzA Unit Weight (pcf): Conc. Temp. (°F): N;A Ambient Temp. {CF): N..'A Yardage (c.y.): 340 Placement Location: Slab ~8.20 feet from NE comer Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYI_INDERS MOLDED .AND CURED FER ,\STM C31. TESTED PER ASTM C39. CAPPED PER :\STM C1231 Set # Age Max Load Area Strength 5 Cylinder # Test Date (Days) (lbs) (sq.in) (psi) Notes 062317 6/30/00 7 74050 28.25 2620 062318 7/21/00 28 100360 28.27 3550 062319 7/21..-"00 28 101440 28.27 3590 062320 Discard (1) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in.. UNLESS NOTED ABOVE. (2'} UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: CI38. C143. C172. C231 Additional Distribution: id Gary Dry, 7/z,~/~o Page 5 of 5 Project Manager Note: This report is for the exclusive use of ':he client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests.