Loading...
Gunner P2-LR000829 TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS D,4LLAS FORT WORTH HOUSTON LONGVIEW 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 - Angle Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8.29"00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-085 CiD, of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength {psi): 3000 Placement Date: 8.-'18'00 Slump fin..: 3 to 5 Sampled By: Moe Il Air Content (% ~: 2 _ ~ Weather: Clear Concrete Temp {=F): 85 - 95 Supplier-Mix: TXI ' 8203 FIELD DATA: SET #1 Ticket e-: 2713501 Time Batched: 6:00 AM Time Sampled: 7:15 AM Slump dh.): 7 Air Content (%): 3 Unit Weight (pcf~: n._~a Conc. Temp. ~ :F ~: 00 Ambient Temp. ( :F}: 85 Yardage {c.y. ~: 40-'200 Placement Location: Paving at front of building ~9 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS C'YLINDEI~,S MOLDED AND CURED PER ASTM ('31. TESTED PER .-\STM Set ~ Aee Max Load Strength '? Cylinder e Test Date ~ Area (sq.in) Notes 1 (Days) (lbs) (psi) 081801 8/25/00 7 73070 28.27 2580 081802 9:'15/00 28 104730 28.27 3700 08180., 9.'15/00 28 105380 _8._/ 3730 KAR 081804 Hold tl NORMAL CYL NDE ~, SIZE ~¢' X 12". AREA ~8._ sc. :n . LNI.ESS .NOTED .-~BO\'E. (2~ L'NBO\DED (' \P SYSTEM !. SEt) !.'NLESS OTI IERWISE NOTED ABOVE. i3) FIELD TESTS ARE i'ER .M~PLI('..\BLE ASTM STANDARDS: C138. CI43. ("172. C231 ~ Gar~ D Dr . Page I of 2 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 //050.4hies 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 - Angle Rawe PROJECT: Kamngton Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8.-29 00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-085 CiD, of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength tpsi): ~000 Placement Date: 8.-18 O0 Slump tin.'): '~ to 5 Sampled By: Moe 1I Air Content (?-'o): 3 - 5 Weather: Clear Concrete Temp~ :Fk 85 - 95 Supplier.Mix: TXI -' 8203 FIELD DATA: SET #2 Ticket #: 2'713769 Time Batched: 8:16 AM Time Sampled: 9:50 AM Slump (in.): fi .Air Content I%): 4...2 Unit Weight Ipcf): n_aa Conc. Temp. I°F~: 9'- Ambient Temp. (°F): 100 Yardage I.c.y.k 150."200 Placement Location: Paving - front of building e9 Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS ('YI.IN DERS MOLDED AND ('UI~,EI) PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C1231 Set # Age Max Load Strength Cylinder # Test Date Area (sq.in) Notes 2 (Days) (lbs) (psi) 081805 8/25/00 7 76010 28.27 2690 081806 9/15,'00 28 105020 28.27 3710 081807 9-'15/00 28 109210 28.27 3860 IC&R 081808 Hold ( 1 ) NORMAL CYLINDI:'R SIZE 6" X 12". AREA 2,q.27 sq. in.. UNLESS NOTED ABOVE. 12 ! UNBONDED CAP SYSTEM USED UNLESS OTI IERWISE NOTED ABOVE. (3} FIELD TES'I-S ARE PER API'LICABLE -\STM ST-tN )ARDS: Ci~S. C143. ("172. C23' Page 2 of 2 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 LONG~TEW .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 Cormq~unities Archon Group - Angie Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8."29..'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-087 CiD' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength Ipsi): 3000 Placement Date: 8.21 00 Slump (in.): 3 to 6 Sampled By: Y,'loe Il Air Content {%.1: n~a Weather: Clear Concrete Temp ~ :F): 85 - 9~ Supplier-'Mix: TXI 9505 FIELD DATA: SET #1 Ticket -~: 2714833 Time Batched: 6:20 AM Time Sampled: 7:10 AM Slump (lin.): fi Air Content I'~b): n._~a Unit Weight Ipct3: n._~a Conc. Temp. i :F): 9_.Q Ambient Temp. ( ~F): 9_Q Yardaze ~ c.v. }: 40; 170 Placement Location: Sample Location: Slab building ~20 Remarks: CONCRETE COMPRESSION TEST RESULTS ('YLINDERS MOLDED AND ('[.:RED PER ASTM C'3 ~. TESTED PER ASTM C39. CAI?ED PER ASTM C'. 23 I Set # Age Max Load Strength Cylinder # Test Date Area (sq.in) Notes I (Days) (lbs) (psi) 082101 8..'28/00 7 100110 28.27 3540 082102 9,' 18/00 28 110360 28.27 3900 082103 9:'18;00 28 110070 28.27 3890 ICz~R 082104 Hold , i~ NORMAL CYI..INDER SIZE o" X i2". AREA 28.2- .~q m. L'NLESS NOTED ABOVE. ~2~ UNBONDED CAP >;','STEM t.'SED UNLESS OTF[ERWiSE NOTED Y. BOVE ,23) FIELD TESTS ARE PkR APPLI(':\BLE ASTM STANDARDS- C:3g. CI43.£';z2. C23! Additional Distribution: ~d Gary D. Dr.;', Page I o~' 2 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 LONGFTEW .4USTIN 11050 Ables Lane. Dallas. Tex'as , az~9 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: 8.29..'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-087 CiD' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8 '21-00 Slump (in.): 3 to 6 Sampled By: Moe II Air Content (% I: n._.~a Weather: Clear Concrete Temp I=F !: 8.5 - 9~ Supplier.'Mix: TXI ' 9505 FIELD DATA: SET #2 Ticket ~: 27148,23 Time Batched: 7:56 AM Time Sampled: 9:00 AM Slump (in.): ~ I 2 Air Content 19-o}: n_.~a Unit Weight Ipcf): n._~a Conc. Temp. {:F): 9_.2 Ambient Temp. (':F): ~ Yardage lc .x.- ~ 130.'170 Placement Location: Sample Location: Slab building =20 Remarks: CONCRETE COMPRESSION TEST RESULTS Cx,'I.INDERS MOLDED -kND (T RED PER ASTM ('3:. TESTED PER ..\S 1'5,1 ("39. CAPPED PER .-\STM (.'] 221 Set ~¢ Age Max Load Strength Cylinder '¢ Test Date .&rea (sq.in) Notes 2 (Days) (lbs) (psi) 082105 8;28/00 7 85970 28.27 3040 082106 9/18/00 28 99640 28.27 3520 082107 9."18,--"00 28 99170 28.27 3510 ILaR 082108 Hold tl ~ NORMAL ('YL[NDER SIZE o" X :2". AREA 28.27 >q. m.. UNLESS NOTED ABOVE. ~.2) UNBONDED C.\P SYSTEM USED L'NkESS OT[iERWISE NOTED ABOVE. (3) FIEI.D TESTS ARE PER APPLIC M3LE ASTM STANDARDS. C~38. ('142. C:~2. C231 Additional Distribution: ,d Gary D. Dry, Page 2 of 2 Project Manager Note: This report is for the exclusive use of the client addressed. This repo~ may not De reproduced except in its entirety, without the written consent of TMI. ~esults apply only to above tests. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 FAX: 972-488-8080 CONCRETE CORE COMPRESSION TEST REPORT CLIENT: North American Communities REPORT DISTRIBUTION: PROJECT: Karrington Apartments Archon Group -Angle Rawe REPORT DATE: 8/29/00 North American Communities - Kurt Heinbecker TMI REPORT #: DC00-040-089 C.D. Construction - Doyle Dameron City of Coppell - Greg Jones City of Coppell - Garreth Campbell Don Matlock - 972-906-0608 PROJECT DATA Placement Date: Drilled By: D. Bell Date Drilled: 8/23/00 Moisture Condition at Time of Test: Date Tested: Nominal Max. Size of Aggregate: Age at Test: Design Strength (psi): CONCRETE COMPRESSION TEST RESULTS CONCRETE CORED IN ACCORDANCE WITH ASTM C42, CURED (IF APPLICABLE) PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 CORE CORE CAPPED DIAM. DIAM. AVG. AREA MAX. L/D CORRECTION CORRECTED I.D. LENGTH LENGTH, L 1 2 DIAM., D LOAD FACTOR STRENGTH (in.) (in.) (in.) (in.) (in.) (in2) (lbs.) (psi) 1 3 1/3 2 4 LOCATION OF DRILLED CORES CORE I.D. LOCATION I Contractor made box #1 at pool Gunite. 2 Contractor made box #2 at pool Gunite. Note: Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without ~,~ /Gary D. Dry the written consent of TMI. Results apply only to above tests. Project Manager - TERRA-MAR, INC. - GEOTECHNIC:~ _, ENVIRONMENTAL AND MATEK_,4LS ENGINEERS DALLAS FORF 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 - Angle Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8:29;00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-088 CiD' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength {.psi): 3000 Placement Date: 8."22:00 Slump (in.): 5-1, - 1 Sampled By: $. Adli Air Content I%): 4 - 6 Weather: Clear Concrete Temp !':F): 95 max Supplier:Mix: TXI. 8203 FIELD DATA: SET #1 Ticket #: 2715718 Time Batched: 5:54 AM Time Sampled: 6:15 AM Slump (in.): 6_ Air Content (%}: 4_ Unit Weight {pcf}: na Conc. Temp. ~' :F'}: ~ Ambient Temp. (~F): 80 Yardage !c.y. }: 30;300 Placement Location: South paving 35' east of property.' line. parking lot. Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND ('URED PER ASTM C3!. TESTED PER AS'tM (73'}. CAPPED PER ASTM (-':, 2_~ I Set # Age Max Load Strength Cylinder # Test Date Area (sq.in) Notes 1 (Days) (lbs) (psi) 082201 8.'29/00 7 62000 28.27 2190 082202 9/19/00 28 082203 9.-"19/00 28 }CAR 082204 Hold (1~ NORMAL CYLINDER SIZE 0" X 12". AREA 28 2~ sq. :n.. UNLESS NOTED ABOVE. (2} UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE. {~.} FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C1~8. (".43. C172, C23! Additional Distribution: Page 1 of 3 Project Manager Note: This report is for the exclusive use of the client addressed. This report may not be reproctucect except in its entirety, without the written consent of TMI. Results apply only to above tests. TERRA-MAR, INC. -- GEOTECHNICA,. ENVIRONMENTz-kL AND MATERt~LS ENGINEERS DALLAS FORT IVORTH HOUSTON LONGI."IE[~r .4USTL¥ 11050.4bles Lane, Dallas. 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: 8.29'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-088 Cib, of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): ,3000 Placement Date: 8.-22 00 Slump (in.): 5-1, - 1 Sampled By: S. Adli Air Content {%): 4 - 6 Weather: (~lear Concrete Temp IFF): 95 max Supplier.Mix: TXI - 8203 FIELD DATA: SET #2 Ticket #: 2715849 Time Batched: 7:20 AM Time Sampled: 7:50 AM Slump (in.): 6 Air Content !%}: ~ Unit Weight Ipct'}: n.~a Conc. Temp. {:F): 90 Ambient Temp. (':F'}: 85 Yardage I'c.y.): 100."300 Placement Location: South paving 80' east of property line. parking lot. Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER .\S'FM C3I, TESTED PER ASTM C39. CAPPED PER ASTM C~231 Set .'4-..' Age Max Load Strength Cylinder ~ Test Date Area (sq.in) Notes 2 (Days) (lbs) (psi) 082205 8/29/00 7 513 70 28.27 1820 082206 9.." 19/00 28 082207 9; 19/00 28 I*E4,R 082208 Hold (1'~ NORMAL CYLINDER SIZE ¢~" X 12". AREA 28.2'7 :,q. :n., UNLESS NOTED ABOVE. 1.2} UNBONDED CAP SYSTEM USED UNLESS OTHEll, WISE .NOTED ABOVE. 1.3) FIELD TESTS ..\RE PER APPLICABLE ASTM STANDARDS' C138. C143. C172. C231 Additional Distribution: ,d Gar5' D. Dry, Page 2 of 3 Project Manager Note: This report is for the exclusive use of the client ad0ressect. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. TERI~N-MAR, INC. - GEOTECHNICA,~ ENVIRONMENTAL AND MATEI, c._4LS ENGINEERS D.qLLAS FORT WORTH HOUSTON LONGk'IEW A USTI:V 11050.4hies Lane. Dallas. To:vas 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: Karnngton Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8-'29.00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-088 City of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi'l: 3000 Placement Date: 8.-'22.-'00 Slump ! in. ): 5-1, - 1 Sampled Bx': S. Adli Air Content {%): 4 - 6 Weather: Clear Concrete Temp (:'FI: 95 max Supplier-'Mix: TXI 8,0o FIELD DATA: SET #3 Ticket *:: 2716068 Time Batched: 9:1'7 AM Time Sampled: 9:45 AM Slump (in) 5 1 2 Air Content ~%): 5 Unit Weight Ipcfl: n._~a Conc. Temp. (::F.~: 9(.~) Ambient Temp. ('F): 92 Yardage (c.yd: 200."300 Placement Location: South paving 120' est of properS: line. parking lot. Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS (.'YLiNDERS MOLDED AND CURED PER ASTM C31. TESTED PER.',s'r,,t CVS. CAPPED PER ASTM ('1231 Set # Age Max Load Strength 3 Cylinder ~ Test Date (Days') (lbs) Area (sq.in) Notes ' (psi) 082209 8.."29/00 7 72180 28.27 2550 082210 9/19/00 28 08221 l 9/l 9/00 28 KAR 082212 Hold il' NORM-\L CYL NDER SIZE o" X ~2". AREA 28.27 sq. in.. UNLESS NOTED ABOVE. t2'~ UNBONDED C.-\P SYSTI-'M ',_:SliD UNLESS OTHERWISE NOTED ABOVE. t3~ FIELD TESTS .ARE PER ..\PPLI('.-\BLE ASTM ST.\ND.-\RDS: (?[2-8. (."~ 43. (':72. (-'231 Additional Distribution: ,d ' ~D. Dr>', ' 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 AUST[N 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 - Angie Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8/29/00 C.D. Consmaction - Garreth Campbell TMI REPORT #: DC00-040-087 Ciw of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8i21/00 Slump (in.): 3 to 6 Sampled By: Moe II Air Content (%): na Weather: Clear Concrete Temp (°F): 85 - 95 Supplier/Mix: TXI / 9505 FIELD DATA: SET #1 Ticket ~-: 2714833 Time Batched: 6:20 AM Time Sampled: 7:10 AM Slump (in.): 6_ Air Content (%): na Unit Weight (pcf): n._~a Conc. Temp. (°F): 90 Ambient Temp. (°F): 90 Yardage (c.y.): 40/'170 Placement Location: Sample Location: Slab buildin~ -.20 Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C1231 Set # Age Max Load Strength 1 Cylinder # Test Date (Days) (lbs) Area (sq.in) (psi) Notes 082101 8/28/00 7 100110 28.27 3540 082102 9/18/00 28 082103 9/18/00 28 KAR 082104 Hold (1) NORMAL CYI.INDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) UNBONDED CAP SYSTEM USED L.~LESS OTHERWISE NOTED ABOVE. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172. C231 Additional Distribution: ,d Page 1 of 2 ~o- 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 AaND MATERL-.LS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN l l 050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fa.r.'972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT DISTRIBUTION: CLIENT: North American Communities Archon Group - .amgie Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8,'29;00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-087 City ofCoppell - Gree Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8...'21,'00 Slump (in.): 3 to 6 Sampled By: Moe II Air Content (%): n_A Weather: Clear Concrete Temp (°F): 85 - 95 Supplier;Mix: TXI; 9505 FIELD DATA: SET//2 Ticket #: 2714833 Time Batched: 7:56 AM Time Sampled: 9:00 Slump (in.): 5 1/2 Air Content (%): na Unit Weight (pc0: na Conc. Temp. (°F): 92 Ambient Temp. (°F): 95 Yardage (c.y.): 130/170 Placement Location: Sample Location: Slab buildin~ *20 Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. C.M~PED PER ASTM C1231 Set # Cylinder # Test Date Age Max Load StrenCh Notes 2 (Days) (lbs) Area (sq.in) (psi) 082105 8/28/00 7 85970 28.27 3040 082106 9/18/00 28 082107 9/18/00 28 KAR 082108 Hold (1) NOILMAL CYL1NDER SIZE 6" X ]2", AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2~ L~BONDED CAP SYSTEM USED U:~LESS OTHERWISE NOTED ABOVE. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C: 38, C143, CI72. C231 Additional Distribution: id ~.. Ga~' D. D~', Page 2 of 2 Project Manager Note: This report is for the exclusive use of the client addressed. This report may not be reproduces: exc 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 .4L.'STIN 11050.4bles Lane. Dallas. Te:x'as 75229 Phone.'972-488-8800 Fax:972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT DISTRIBUTION: CLIENT: North American Conmmnities Archon Group - Angie Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8.29.00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-088 CiW of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength lpsi): 3000 Placement Date: 8.-22.-'00 Slump ('in.): 5-1. -I Sampled By: $. Adli Air Content (%): 4 - 6 Weather: ffl~ar Concrete Temp t~F.I: 95 max Supplier.'Mix: TXI: 8203 FIELD DATA: SET #1 Ticket .=.: .: .. 1 _.. 18 Time Batched: ~._ 4 A_M Time Sampled: 6:15 AM Slump ('in.): 6 Air Content I?-bl: 4. Unit Weight Ipc¢l: n_aa Conc. Temp. (:F}: 8.8 Ambient Temp. (:F): 80 Yardage I c.y.): 30..'300 Placement Location: South paving 35' east of property line. parking lot. Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS (.'YI_!N DIiR.'-, MOLDED AND c.'i.'RkD PER ASTM C31. TESTED PER AS'I'M ('30. CAPI-'ED PkR .-\STM ('123[ Set # Age Max Load Strength Cylinder ~ Test Date Area (sq.in) Notes 1 (Days) (lbs) (psi) 0822(.) 1 8..'29/00 7 62000 28.27 2190 082202 9;19/00 28 85120 28.27 3010 082203 9." 19/00 28 96080 28.27 3400 KA.R 082204 Hold ti) NORMAl_ CYI_INDI-~R SIZE U' X 12". AREA 28.27 ~,q. in. L:NLESS NOTED ABOVE. ~2~ UNBONI)ED ('AP SYS ['EM (.'SI!I) UNLESS OTHERWISE NOTED ABOVE. ~3, FIELD TESTS ARE PER APPLI('AB[_E ASTM S'I'.-\N D.-\RDS: C!38. C!43. C172. ('231 Additional Distribution: ,~ Ghry D. Dr>', 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. TERR~&-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS D.gLL,4S FORT I~"ORTH HOUSTON LONGFIEW .4USTIN 1 I050 ..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.'29.'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-088 City of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8.'22'00 _ . 1, -1 Sampled By: $. Adli Slump fin.): ~- Air Content [ ~ o.~: 4 - 6 Weather: Clear Concrete Temp ~F}: 95 mox Supplier..'Mix: TXI 8203 FIELD DATA: SET #2 Ticket #: 2715849 Time Batched: 7:20 AM Time Sampled: 7:50 AM ~ ,,}. ~ Unit Weight ~pct'}: n_!a Slump I in. I: .90 A ir Content ,'~" i' q Conc. Temp. t:F): 90 Ambient Temp. (:F): ~ Yardage lc.3'.): 100.-'300 Placement Location: South paving 80' east of properlS.' line. parking lot. Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDFD AND ~ I.'RED PER AS'i-M ('~ 1. 'I'ES-I-ED PER A~'i'M {_'39. CAPPED PER .\S'[M (-'123 ~ Set ~; Age Max Load Strength Cylinder ~. Test Date ,~M'ea (sq.in) Notes 2 (Days) (lbs) (psi) 082205 8.-"29;00 7 51370 28.27 1820 082206 9/19.,'00 28 90940 28.27 3220 082207 9.."19/00 28 86390 28.27 3060 KAR 082208 Hold II~ NORMAL CYI.INDER MZE (¢' X !2% AREA 28.2- ~q. :n.. UNLESS NOTED ABOVE ~2~ [;NBONDED CAP 5;Y:q'I'EM !'St£D UNLESS O'I'[:.F. RWiSE NOTED ABOVE. t~, FIELD TESTS ARE PI.i?, .\I'I'LI( ABLE ASTM ST&NI):\RDS. C'!38. (_':43. Ci ~2. Additional Distribution: ,d Garv D D ' 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-M.M1, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS D.4LL.4S FORT WORTH HOUSTON LO,'VGVIEW .4USTIN i 1050.4bles Lane, Dallas. Texas 75229 Phone:972-488-8800 Fax.'972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT DISTRIBUTION: CLIENT: North Alnerican Cormmtnities Archon Group - Angie Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8.29.00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-088 City of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength Ipsi): 3000 Placement Date: 8.-'22-00 Slump (in.): 5-1, -1 Sampled Bx.': S. Adli Air Content (%): 4 - 6 Weather: Clear Concrete Temp {:F~: 95 max Supplier.Mix: TXI 8203 FIELD DATA: SET//3 Ticket ~: 2716065 Time Batched: 9:17 AM Time Sampled: 9:45 AM Slump (in.): 5 ! 2 Air Content I'%}: 5 Unit Weight ~pct) n._~a Conc. Temp. (=F}: 9{.~) Ambient Temp. (CF'}: 9_2 Yardage Ic.v. }: 200.'300 Placement Location: South paving 120' est of property line, parking lot. Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS ( 'YI_IN[)ERS \-I()LDED AND ('I 'RED PER .-\STM ('3 I. 'I'[-_'STED PER :\STM ('39. ('.\PPED PER AS'I'..'Xl ('! 22 I Set # Age Max Load Strength Cylinder ¢ Test Date Area (sq.in) Notes 3 ' IDays) (lbs) (psi) 082209 8.29/00 7 72180 28.27 2550 082210 9/19/00 28 98840 28.27 3500 08'~'~ 28 ~,- 11 9.'"19.'00 103870 28.27 3670 IC'~R 082212 Hold il ) NORMAL CYLINDER SiZE (," X :2". AREA 28.2? sq. '::.. [.:XiLESS NOTED ABOVE !2} UNBONDED ('AP SYSTEM USL-'D UNLESS OTHERg,'!SE NOTED \BOVE 13'~ FIELD TESTS ARE PERAI'PLI('.\BLEASTMSTAND-\RDS C128.(':43.('172.('23i Additional Distribution: ~d 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. TERI~A,-MAR, INC. - GEOTECHNICA~. ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGI/IEW ,4USTL¥ 11050.4hies Lane. Da#as. ?e:ras 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.-29-'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-066 City or' Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength {psik 3000 Placement Date: 7.'3 bOO Slump (in.): l - 5 Sampled By: S. Adli Air Content t o~, I: 4 - 6 Weather: Clear Concrete Temp {:F): 95 Max. Supplier. Mix: TXI. 8203 FIELD DATA: SET #1 Ticket #: 2695846 Time Batched: 5:15 AM Time Sampled: 5:39 AM Slump tin.): 5 Air Content t°b): 4.5 Unit Weight I. pct-I: N-'A Conc. Temp. I°F): 85 Ambient Temp. (°F): 80 Yardage ~c y ~ 10-50-'300 Placement Location: Paving. 10' East of Butlding 5 Sample Location: Southeast of Building 5 - 300' S of Belt Line Road Remarks: CONCRETE COMPRESSION TEST RESULTS ('YLINDERS MOLDED AND Cl.'RED PER ASTM ('31. TESTED PER AS'FM C39. C:\PPED PER.\S-FM ('1231 Set ;~ A~e Max Load Area Streneth · Cylinder ~ Test Date ~ ~ Notes 1 iDays) (lbs) (sq.in) (psi) 073101 8/7/00 7 84430 28.27 2990 073102 8/28/00 28 119320 28.27 4220 073103 8.,"28/00 28 116580 28.27 4120 KAR 073104 Discard , I I NORM.-\L CYLINDER SIZE 0" X 12". ARE..\ 2s.2v ,q in.. t.'NI.ESS NOTED ABOVE. ~2'~ UNBONDED CAP bYSTEM USED UNLESS O I'HI.(RWISE NOTED ABOVE. ~3~ FIISi. D TESTS ARE PER -XPPI_ICABLE ASTM STANDARDS: CI3g. C!43. C'172. C23' su / Gary D. Dry, 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. '-' TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL _.~ND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW .4USTI.¥ 11050 Abies Lane. Dalla& 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: 8.29.-'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-066 Ci~: of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength tpsi): 3000 Placement Date: 7.'31.'00 Slump ('in. ~: 1 - ~ Sampled By: S. Adli Air Content (% I: 4 - 6 Weather: Clear Concrete Temp (':F): 9.s Ylax. Supplier. Mix: TXI ' 8203 FIELD DATA: SET #2 Ticket ~: 2695872 Time Batched: 5:38 AM Time Sampled: 6:30 AM Slump (in.): ~ Air Content {%): 4_ Unit Weight (.pcB: N.-'A Conc. Temp. (:F): 85 Ambient Temp. ("-'F): 80 Yardage (c.y.): 10.'100.'300 Placement Location: Paving. 10' East of Building 5 Sample Location: Southeast of Building 5 - 250' S of Belt Line Road Remarks: CONCRETE COMPRESSION TEST RESULTS CY[.INDERS MOI_DED AND CURED PER ASTM ('31. TESTED PER AS'tM C39. CAPPED PER ASTM C1221 Set # Cylinder ~. Test Date Age Max Load Area Strength Notes 2 {Days) (lbs) (sq.in) (psi) 073105 8.."7.,'00 7 77720 28.27 2750 073106 8/28.'00 28 111500 28.27 3940 073107 8/28/00 28 108990 28.27 3860 IC,~R 073108 Discard I'l ) NORM-\L CVLINDI'R SIZE ~2" X 12". AREA 'm ~'~ su in UNLESS NOTED ABOVE i. 2i UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED .-XBOVE. ~3i FIELD TESTS ARE PER APPI..ICABLE ASTM ST.\NI)ARDS C138. ('143. ('172. ('231 sd Gar>- D. Dr5-, 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. - TERIL&-MAIL INC. - GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW .4 UST1N i 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 - Angie Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8.29.-'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-066 Ci~, ofCoppell - Greg Jones SPECIFICATIONS PROJECI DAIA Strength (psi): ,3000 Placement Date: 7.'31"00 Slump (in.): I - 5 Sampled Bx': S. Adli Air Content {% }: 4 - 6 Weather: Clear Concrete Temp (*F): 97 Max. Supplier:Mix: TXI -" 8203 FIELD DATA: SET #3 Ticket #: 2696232 Time Batched: 8:37 AM Time Sampled: 9:25 AM Slump (in.): _6 Air Content (%}: 3.5 Unit Weight (pct3: N.-A Conc. Iemp. I=F): 90 Ambient Temp. (~F): 88 Yardage (c.y.): :10."200..'210 Placement Location: Paving. East of Building 5 - 200' S of Belt [.ine Road Sa.mple Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYI_INDERS MOLDED AND ('t/RED PER .as'r~4 C3 t. TEs'rE~ PER ASTM C39. CAPPED ['ER ASTM C~231 Set ~ Age Max Load Area Strength 3 Cylinder #' Test Date (Days) (lbs) (sq.in) (psi) Notes 073109 8;7.:00 7 75640 28.27 2680 073110 8:'28/00 28 104340 28.27 3690 073111 8/28/00 28 104130 28.27 3680 073112 Discard ('.. '~ NORMAL CYI.INDER SIZE 6" X ~2"..&REA 28.2'~ sa. m, UNLESS NOTED _-\BOVE ('2) UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE. (3'~ FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C 143. C172. C2~ ! sd ~~~i~. ~~~. Dr~//~ 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-M.~R, INC. - GEOTECHNICAL ENVIRONMENTAL AND MATERI?xLS 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': CLIENT: North American Communities Archon Group - Angle Rawe PROJECT: Karrington Apartments North )anerican Communities - Kurt Heinbecker REPORT DATE: 8,'29,'00 C.D. Consn'uction - Garreth Campbell TMI REPORT #: DC00-040-068 City.. of Coppell - Gre.~ Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8:'1..'00 Slump (in.): 4 - 6 Sampled By: E. Jennin~s Air Content (%): N/A Weather: Clear Concrete Temp (°F): N/A Supplier/Mix: TXI FIELD DATA: SET #1 Ticket #: 2697180 Time Batched: 4:23 AM Time Sampled: 5:20 .~M Slump (in.): 6 Air Content (%): NiA Unit Weight (pcf): N/A Conc. Temp. (°F): 85 Ambient Temp. (°F): 78 Yardage (c.y.): 70 c.v. Placement Location: Middle of slab ~I 3.20' from N. side of slab Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C3 I. TESTED PER ASTM C39. CAPPED PER ASTM C1231 Set # Age Max Load Strength 1 Cylinder # Test Date (Days) (lbs) Area (sq.in) (psi) Notes 080101 8/8/00 7 82120 28.27 2900 080102 8/29/00 28 105140 28.27 3720 080103 8/29/00 28 105220 28.27 3720 KAR 080104 Discard (1) NORRIAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) L~BONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231 ~c~ Gary D. Dl?', 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-:MAIL INC. - GEOTECHNICAL £NVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW .dUSTIN l l050.4bles Lane, Dallas, Texas 75229 Phone.'972-488-8800 Fa_x.'972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT DISTRIBUTION: CLIENT: North American Communities Archon Group - Angie Rawe PROJECT: Karrmgton Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8/29."00 C.D. Consnmction - Garreth Campbell TMI REPORT #: DC00-040-068 City of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 8:1.-'00 Slump (in.): 4 - 6 Sampled By: E. Jennings Air Content (%): N:A Weather: Clear Concrete Temp (°F): N/A Supplier'Mix: TXI FIELD DATA: SET//2 Ticket #: 2697307 Time Batched: 6:07 AM Time Sampled: 6:57 AM Slump (in.): 6 Air Content (%): N;A Unit Weight (pc0: N,"A Conc. Temp. (°F): 85 Ambient Temp. (CF): 78 Yardage (c.y.): 180 c.v. Placement Location: West end of slab .--.13 - 30' from SW comer Sample Location: Remarks: *7 day compressive streneth test indicates that the 28 day streneth may be mareinal. CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED .&.ND CL'RED PER ASTM C.~I. TESTED PER ASTM C39, CAPPED PER ASTM C1231 Set # Cylinder # Test Date Age Max Load Strength Notes 2 ' (Days) (lbs) .&rea (sq.in) (psi) 080105 8/8/00 7 54020 28.27 1910* 080106 8/29/00 28 85100 28.27 3010 080107 8/29/00 28 87830 28.27 3110 KAR 080108 Discard (1) NOILMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., L.~LESS NOTED ABOVE. (2) UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABO\"E. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C143, C172, C231 ~.' Gary D. Dry, 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. -- TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS D.4LLAS FORT WORTH HOUSTON LONG~'IEW AUSTIN 11050.4bles Lane. Dallas. l'exas 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.'29-00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-068 Ci~, of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength Ipsi): 3000 Placement Date: 8.'1 '00 Slump ~in.): 4 - 6 Sampled By: E. Jennings Air Content (%): N A Weather: Clear Concrete Temp I.:F): N'A Supplier. Mix: TXI FIELD DATA: SET #3 Ticket a. 2697409 Time Batched: 7:09 AM Time Sampled: 8:30 AM Slump (in. }: fi Air Content (%): N.'A Unit Weight (pcf): N."A Conc. Temp. I.:F): 89 Ambient Temp. (~F): ~ Yardage (c.y.}: 280 c.y. Placement Location: East end of slab al3 - 15' from NE comer Sample kocation: Remarks: CONCRETE COMPRESSION TEST RESULTS CY[.INDERS MOLDED AND (."URED PER ASTM C3 I. TESTED PER ASTM C39. CAPPED PER .-\STM C123 I Set # Age Max Load Strength Cylinder v; Test Date Area (sq.in) Notes 3 (Dab's.) (lbs) (.psi) 080109 8.."8..'00 7 69680 28.27 2460 080110 8.-"29/00 28 95820 28.27 3390 080111 8i29i00 28 90170 28.27 3190 IC,&R 080112 Discard 1.1 ) NORMAL CYI_INDER SIZE 6" X !2". AREA 28.27 sq. m. UNLESS NOTED ABOVE. ~2~ UNBONDED CAP SYSTEM USED UNLESS OTIIERWISE NOTED .-\BOVE. f3'~. FIELD TESTS ARE PER APPI.IC:\BLE ASTM ST.-XND..\RDS: C138. (.I-' ~a Gar.;' D. Dry, 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-MAR, INC. - GEOTECHNICA.. ENVIRONMENTAL AND MATEBa.ALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN i 1050 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: S 29 '00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-068 CiD' of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength {psi): 3000 Placement Date: 8."1.'00 Slump (in. I: 4 - 6 Sampled By: E. Jennings Air Content (% I: N- A Weather: Clear Concrete Temp I :'F): N.A Supplier.'Mix: TX[ FIELD DATA: SET #4 Ticket ~: 2697670 Time Batched: 9:15 AM Time Sampled: 10:05 AM Slump (in. I: 5 Air Content (%): N"A Unit \Veight (pcf) N.-'A Conc. Temp. ~:F): 90 Ambient Temp. (~F): 88 Yardage (c.y.'.): 350 ¢.y, Placement Location: South end of pad #13 garage, approximately 10' from South center of slab Sample Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, I'ESTED PER ASTM C39. CAPPED PER ..\STM (", 23 l Set # Cvlinder# Test Date Age Max Load Strength 4 ' (Days) (lbs) Area (sq.in) (psi) Notes 080109 8/8/00 7 68660 28.27 2430 080110 8/29/00 28 98250 28.27 3480 080111 8;29/00 28 98320 28.27 3480 KAR 080112 Discard ( 1 ) NORMAL CYLINDER SIZE 6" X 12"..AREA 28.27 sq. in.. L:NI.ESS NOTED ABOVE. (21 UNBONDED C.-M~ SYS'I'EM L SED UNLESS OTI-IERWISE NOTED ABOVE t3. FIELD TESTS ARE PER APPI_ICABI_E ASTM STANDARDS: C138. C!43. Civ2. C231 ~ Gary D. Dry, Page 4 o~ 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.