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Gunner P2-LR000809 TERRA-MAR, INC. - GEOTECHNICAL ENVIRONMENTAL AND MATERI.4LS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW .4USTIN 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-"9-'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-064 CiD' of Coppell - Greg Jones SPECIFICATIONS PROJECT DAIA Strength (psi): 3000 Placement Date: 7.-'28.'00 Slump (in.): I - ~ Sampled Bv: E. Jennings Air Content (% ~: 3 - 6 Weather: Clear Concrete Temp (c F I: N."A Supplier.'Mix: TXI FIELD DATA: SET #1 Ticket =: 2694522 Time Batched: 5:31 AM Time Sampled: 6:30 AM Slump ('in..): 6 Air Content I%): 3 1-2 Unit Weight Ipct'}: N."A Conc. Temp. I:'F): 85 Ambient Temp. I°F): ~ Yardage (c.y.): 60 ¢-Y. Placement Locanon: Paving lot - North of leasing building Sample Location: North of leasing building - 25' N & 15' W of SE comer of SE parking spaces Remarks: Slump non-compliant. Mike Ward notified, elected to place concrete CONCRETE COMPRESSION TEST RESULTS (.'YLINDERS MOLDED AND (_'URED PER ASTM C31. 'rESTED PER ASTM C39. CAPPED PER ASTM ('123 Set # Age .Max Load Strength Cylinder # Test Date Area (sq.in) Notes 1 (Days) (lbs) (psi) 072801 8.."4.'00 7 83940 28.27 2970 072802 8.-'25,:00 28 072803 8.-"25:"00 28 IC, kR 072804 Hold (I } NORMAL C'YLINDER SIZE 0" X !2"..&REA 28 2~ ~q m.. UNLESS NOTED ..\BOVE. t2) UNBONDED CAP SYSTEM L'SED UNI.ESS OII [ERWISE NOTED ABOVE t'3'~ FIELD TESTS ARE PER APPLICABLE ASTM ST.kND.\RDS. C1~8. C'.43, C 172. C23! Page I 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. TERIL&-MAIL INC. - GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS D.qLLAS FORT WORTH HOUSTON LONG~TEW .dUSTIN 11050.4bles Lane. Dallas. Texas 75229 Phone:972-488-8800 Fax:972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT DISTRIBUTION: CLIENT: North American Conm~unities Archon Group - Angie Rawe PROJECT: Karrington Apartments North American Communities - Kurt Hembecker REPORT DATE: 8;9.-00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-064 CiD' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 7.-28.-00 Slump (in.): I - 5 Sampled By: E. Jennings Air Content (%1: 3 - 6 Weather: Clear Concrete Temp I°F): N.'A Supplier.'Mix: TXI FIELD DATA: SET #2 Ticket ~: 2694797 Time Batched: 7:54 AM Time Sampled: 8:50 AM Slump (in.): 8 1.2 Air Content I%~: 3 1..'2 Unit Weight ipcf): N.'A Conc. Temp. (°F): 92 Ambient Temp. (:'F): 9.'.- Yardage !c.y. ~: 160 Placement kocation: Paving lot - North of leasing building Sample Location: 30' N & 10' E of SW corner of SW parking spaces Remarks: Slnmp non-compliant. Mike Ward notified, elected to place concrete. CONCRETE COMPRESSION TEST RESULTS ('YLINDERS MOLDED AND ('t. RED PER ASTM ("31. TESTED PER ASTM C39. C'..\PI~ED PER ASTM CI231 Set # Cylinder # Test Date Age Max Load Area (sq.in) Strength Notes 2 (Days) (lbs) (psi.) 072805 8."4/00 7 68020 28.27 2410 072806 8;25/00 28 072807 8-'25.-"00 28 KAR 0'm808.._ Hold (!~ NORMAL CYLINDER SIZE U' X 12". ARE.& 28.2" ,q. m.. UNLESS NOTED ABOVE. ~.2~ UNBONDED CAP SYSTEM USED UNLESS OTH[!RWISE NOTED ABOVE. (3~ FIELD TESTS ARE PER APPI_I( '..\BLE ASTM ST.-\N DARDS: C138. C143. C 172. ('23 ~ Gary D. 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. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATEI~ALS ENGINEERS D.4 LL.4S FOR T WOR TH HOUSTON LONG VIEW .4 USTIN 11050.4hies Lane. Dallas. Texas ,_ ~9 Phone.'972-488-8800 Fax.'972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT DISTRIBUTION: CLIENT: North American Conm~unities Archon Group - Angle Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8-'9.-00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-064 Ci~' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength Ipsil: 3000 Placement Date: '7.28 '00 Slump (in.~: 1 - 5 Sampled By: E. Jennings Air Content !%): ~ - 6 Weather: Clear Concrete Temp I.:F): N.-'A Supplier'Mix: TXI FIELD DATA: SET #3 Ticket #: 269479v Time Batched: 7:54 A_X.I Time Sampled: 8:50 AM Slump ('in.):. . 8 I 2 Air Content I"i,'~:. 3 1-'2 Unit Wei,,ht= Ipct3: N.-"A Conc. Temp. I:F): 92 Ambient Temp. (°F): 95 Yardage tc.y.): 160 Placement Location: Paving - North access to leasing building Sample Location: 10' S & 15' E of West expansion, joint to fire lane Remarks: Slump non-compliant. Mike Ward notified, elected to place concrete. CONCRETE COMPRESSION TEST RESULTS CYi.INDERS Xl(')L_DED AND Cl.'RED PER ASTM C3 i. TESTED PER ASTM C3(). CAPPED PER ASTM C 1231 Set ~ Cylinder ~. Test Date Age .Max Load Area (sq.in) Strength Notes 3 (Days) (lbs) (psi) 072809 8.-'4,'00 7 71440 28.27 2530 0728 ! 0 8."25.."00 28 07281 1 8.'25/'00 28 KAR 072812 Hold (1i NORMAL CYLINDER SIZE-. o" X 12". AREA 28.2- sq. :::. UNI.ESS NOTE[) ABOVE (2) UNBONDED CAP SYSTEM I..;.SEI.) UNLESS OTI!ERWISE NOTED AB(')VE ~3'~ FIELD TESTS ARE PER AI'P!_I('.-\BLE ASTM STANDARDS. ('1_~8. C'l-:3. ('172, ('231 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.