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Gunner P2-LR000816 TE I~LA- 3'IAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGI/IEW AUSTIN / 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 - Angle RaTe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8:16.-'00 C.D. Construction - Garreth Campbell T3,'II REPORT #: DC00-040-070 Ci~, of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: $..',3.-00 Slump (in.): 4 - 6 Sampled By: E. Jennings Air Content { ? b }: N: A Weather: (~lear Concrete Temp I.:F): N':'A Supplier:Mix: TXI FIELD DATA: SET #1 Ticket ~: 2699396 Time Batched: 3:56 AM Time Sampled: 4:50 AM Slump tin. I: 5 I '2 Air Content I.%): N."A Unit Weight Ipcf): N-'A Conc. Temp. i':FI: 84 Ambient Temp. (°F): 79 Yardage (c.y.): 50 c.y-'. Placement Location: 20' S of NW comer of building slab v:12 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYt_INDERS MOLDED AND CURED PER AS'EM (.'3 t. TESTED PER ASFM C39. CAPPED PER AS-FM (.'!231 Set # Cylinder ;' Test Date Age Max Load Area (sq.in) Strength Notes 1 (Days) (lbs) (psi) 080301 8.-"10/00 7 65720 28.27 2320 080302 8.-"31/00 28 080303 8/31.."00 28 ICAR 080304 Hold NOtLMAL CY[_INDER SIZE 6" X 12", AREA 28.27 sq :n. UNLESS NOTED ABOVE [JNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED AI3OVE. FIELD TESTS ARE PER APPI.ICABLE ASTM ST.kND:\RDS C138. CI-t_,.' £-' ' "~, -~. C231 sd . Dry, 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. TERRA-MAR, INC. GEOTECHNICAd~ ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW .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 - Angie Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8.- 16. 00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-070 CiD' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8-3-00 Slump (in..l: 4 - 6 Sampled By: E. Jennings Air Content (°-'M: N'A Weather: Clear Concrete Temp i=F): N.'A Supplier.'Mix: TXI FIELD DATA: SET #2 Ticket ~: 2(?9,949 l Time Batched: 5:30 AM Time Sampled: 6:45 AM Slump (in.): 6 1-2 Air Content (%): N.'A Unit Weight ~pcf}: N."A Conc. Temp. (°F'}: 86 Ambient Temp. (='F): 80 Yardage Ic.y.l: 150 ¢.y. Placement Location: 40' E of W end of center of building pad .-vl 2 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYI_INDERS MOLDED .AND Cl.;RED PER AS-I-M C31. TESTED PER ASTM C39. CAPPED PER ASTM C'1231 Set ~ A~e Max Load Strength '- Cylinder # Test Date ~ Area (sq.in) - Notes 2 (Days) (lbs) (.psi) 080305 8.'10;00 7 75350 28.27 2670 080306 8;31/00 28 080307 8/31;00 28 IC~R 080308 Hold NOILMAL CYLINDER SIZE (~" X: 2". AREA 28.27 sq. in., UNLESS NOTED ABOVE UNBONDED CAP SYSTEM [,'SED L:NkESS OTHERWISE NOTED ..\BOVE FIELD TESTS .-\RE PER A[ PkI(':\BLE ASTM STANDARDS C 138. C:-~3. C172. 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. TERIL~-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGI/IEW .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: 8/16.00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-070 Cit3.' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8.-'3."00 Slump (in.): 4 - 6 Sampled By: E. Jennings Air Content 1% I: N.'A Weather: Clear Concrete Temp (:F): N.'A Supplier."Mix: TXI FIELD DATA: SET #3 Ticket ~: 2699668 Time Batched: 7:25 AM Time Sampled: 8:15 AM Slump (in.): 6 Air Content {9'o): N-A Unit Weight (pcf): N.-'A Conc. Temp. I':F): 90 Ambient Temp. (':F): 88 Yardage tc.v.'): 250 c.y. Placement Location: N end of building ~12. 10' from NW corner of buildino, q Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND ('URED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C1231 Set # Age Max Load Strength Cylinder # Test Date Area (sq.in) Notes 3 (Days) (lbs) (psi) 080309 8.-"10..."00 7 70710 28.27 2500 080310 8;31/00 28 080311 8/31/00 28 KAR 080312 Hold ~'1 ~ NORMAL CYLINDER SIZE 6" X I.,~". AREA "8" .. .~ ._- >q. 'n.. UNLESS NO'rED ABOVE. (2) L'NBONDED ('AP SYSTEM USED UNLESS OTHER\VISE NOTED ABOVI2 ~'3~ FIELD-rEsTs ARE PER APPLICABLE ASTM STANDARDS. C138. CI43.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. TERRA-MAIL INC. GEOTECHNIC:&L ENVIRONMENTAL A_ND MATERIALS ENGINEERS D.4LL,4S FORT I~'ORTH HOUSTON LO:¥GV[EW .4USTIN / /050.4bles 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.'16.-'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-070 CiW ofCoppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi}: 3000 Placement Date: $-',',-'00 Slump (in.): 4 - 6 Sampled By: E. Jennings Air Content 1%): N-A Weather: Clear Concrete Temp ( :F): N.-'A Supplier'Mix: IXI FIELD DATA: SET #4 Ticket #: 2699854 Time Batched: 8:55 AM Time Sampled: 9:50 AM Slump (in.): 3 1:2 Air Content (%): N-'.-~ Unit Weight {pcfl: N.-'.A Conc. Temp. (~F): 92 .Ambient Temp. (°F): 94 Yardage lc.3'-): 310 c.y. Placement Location: S end of building slab =12 - 20' W. of SE comer of building Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS ('YLINDERS MOLDED AND CURED PER ASTM C3 i, TESTED PER ASTM C39. CAPPED PER ASTM C'. 251 Set # Age Max Load Strength 4 Cylinder # Test Date (Days) (lbs) Area (sq.in) (psi) Notes 080313 8.-"10/00 7 67950 28.27 2400 080314 8.."31/00 28 080315 8i31/00 28 IC&R 0803 16 Hold (1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.2? _,q :n., UNLESS NOTED ABOVE ~2.) UNBONDED C.-\P SYSTEM USED UNLESS O'I'ttERWISE NOTED ABOVE. ~,3) FIELD TESTS ARE PER APPLICAIILE ASTM STA NI).\ RDS: C I 3~, (_' 14'2. (.' I ~'~. _. ("'.;_, 1 ~d Gary O. 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.