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Freeport NIP(7.5)-LR010622
REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction Location of Sample Design Information Test Results CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 REEL7I Ef"ICaI I EERIn lG GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 89 REG PROJECT NO. 7888 SAMPLE DATE: 06 -22 -01 TECHNICIAN: R. Yeoman Set Number Location 1 Quantity Represented 1 Floor slab: M.8 -1.5 2 Floor slab: L.3 -2.4 3 Floor slab: L -3.5 4 Floor slab: J -3 5 Floor slab: H.3 -3 6 Floor slab: G -3 7 Floor slab: F -3 8 Floor slab: E.5 -3.2 9 Floor slab: C -3 10 Floor slab: A.5 -3.3 50/1000 160/1000 250/1000 330/1000 440/1000 560/1000 640/1000 730/1000 820/1000 940/1000 Source of Concrete Mix Identification Specified Strength p.s.i. Potter 9349 4000 Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 9675 9675 9675 9675 2 9676 9676 9676 9676 3 9677 9677 9677 9677 06 -29 -01 07 -20 -01 07 -20 -01 Hold 06 -29 -01 07 -20 -01 07 -20 -01 Hold 06 -29 -01 07 -20 -01 07 -20 -01 Hold 7 28 28 H 7 28 28 H 7 28 28 H 136630 147810 165110 124740 149920 159400 130800 163500 164010 4830 5230 5840 4410 5310 5640 4630 5790 5800 5540 5480 5800 C�IROU1 Set No. Cylinder ID Date Tested Age Test Total Load I bs. Compressive Strength p.s.i. Average Strength p.s.i. 4 9678 06 -29 -01 7 118970 4210 9678 07 -20 -01 28 143310 5070 9678 07 -20 -01 28 147770 5230 9678 Hold H 5 9679 06 -29 -01 7 148460 5250 9679 07 -20 -01 28 164870 5840 9679 07 -20 -01 28 174600 6180 9679 Hold H 6 9680 06 -29 -01 7 116510 4120 9680 07 -20 -01 28 156560 5540 9680 07 -20 -01 28 156640 5540 9680 Hold H 7 9681 06 -29 -01 7 131180 4640 9681 07 -20 -01 28 160700 5690 9681 07 -20 -01 28 166630 5900 9681 Hold H 8 9682 06 -29 -01 7 122330 4330 9682 07 -20 -01 28 153310 5430 9682 07 -20 -01 28 157550 5580 9682 Hold H 9 9683 06 -29 -01 7 137990 4880 9683 07 -20 -01 28 161390 5710 9683 07 -20 -01 28 162780 5760 9683 Hold H 10 9684 9684 9684 9684 06 -29 -01 07 -20 -01 07 -20 -01 Hold 7 128480 4550 28 163310 5780 28 164560 5820 H 5150 6010 5540 5800 5510 5740 5800 Cylinder Data Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 9675 5.00 6:40AM 75 89 N/A 104317 2 9676 4.75 7:40AM 76 89 N/A 104328 3 9677 5.00 8:15AM 78 89 N/A 104337 4 9678 5.50 8:50AM 79 90 N/A 104345 5 9679 4.75 9:45AM 80 90 N/A 104356 6 9680 5.25 11:10AM 82 90 N/A 104368 Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 7 9681 4.50 12:OOPM 85 90 N/A 104376 8 9682 5.00 12:35PM 88 90 N/A 104385 9 9683 5.00 1:30PM 90 90 N/A 104394 10 9684 5.00 2:40PM 91 89 N/A 104406 Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction Location of Sample Design Information Test Results CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 REEa EI IGI GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 89 REG PROJECT NO. 7888 SAMPLE DATE: 06 -22 -01 TECHNICIAN: R. Yeoman Set Number 1 Location 1 Quantity Represented 1 Floor slab: M.8 -1.5 2 Floor slab: L.3 -2.4 3 Floor slab: L -3.5 4 Floor slab: J -3 5 Floor slab: H.3 -3 6 Floor slab: G -3 7 Floor slab: F -3 8 Floor slab: E.5 -3.2 9 Floor slab: C -3 10 Floor slab: A.5 -3.3 50/1000 160/1000 250/1000 330/1000 440/1000 560/1000 640/1000 730/1000 820/1000 940/1000 Source of Concrete 1 Mix Identification Specified Strength p.s.i. Potter 9349 4000 Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 9675 9675 9675 9675 2 9676 9676 9676 9676 3 9677 9677 9677 9677 06 -29 -01 07 -20 -01 07 -20 -01 Hold 06 -29 -01 07 -20 -01 07 -20 -01 Hold 06 -29 -01 07 -20 -01 07 -20 -01 Hold 7 28 28 H 7 28 28 H 7 28 28 H 136630 124740 130800 4830 4410 4630 GR C3 LII= Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 4 9678 06 -29 -01 7 118970 4210 9678 07 -20 -01 28 9678 07 -20 -01 28 9678 Hold H 5 9679 06 -29 -01 7 148460 5250 9679 07 -20 -01 28 9679 07 -20 -01 28 9679 Hold H 6 9680 06 -29 -01 7 116510 4120 9680 07 -20 -01 28 9680 07 -20 -01 28 9680 Hold H 7 9681 06 -29 -01 7 131180 4640 9681 07 -20 -01 28 9681 07 -20 -01 28 9681 Hold H 8 9682 06 -29 -01 7 122330 4330 9682 07 -20 -01 28 9682 07 -20 -01 28 9682 Hold H 9 9683 06 -29 -01 7 137990 4880 9683 07 -20 -01 28 9683 07 -20 -01 28 9683 Hold H 10 9684 9684 9684 9684 06 -29 -01 07 -20 -01 07 -20 -01 Hold 7 128480 4550 28 28 H Cylinder Data Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 9675 5.00 6:40AM 75 89 N/A 104317 2 9676 4.75 7:40AM 76 89 N/A 104328 3 9677 5.00 8:15AM 78 89 N/A 104337 4 9678 5.50 8:50AM 79 90 N/A 104345 5 9679 4.75 9:45AM 80 90 N/A 104356 6 9680 5.25 11:10AM 82 90 N/A 104368 Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 7 9681 4.50 12:OOPM 85 90 N/A 104376 8 9682 5.00 12:35PM 88 90 N/A 104385 9 9683 5.00 1:30PM 90 90 N/A 104394 10 9684 5.00 2:40PM 91 89 N/A 104406 Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 9674 5.50 3:30PM 92 89 N/A 10441 REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction Location of Sample Design Information REEL] CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS Er I r1EERIr1G REPORT NO. 88 REG PROJECT NO. 7888 SAMPLE DATE: 06 -22 -01 TECHNICIAN: J. Johnson Set Number I Location 1 Quantity Represented 1 Piers: J.5 -23 and J.9 -23 4/10 Source of Concrete 1 Mix Identification Specified Strength p.s.i. Potter 9337 3000 Test Results Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 9674 9674 9674 9674 06 -29 -01 06 -29 -01 07 -20 -01 07 -20 -01 7 7 28 28 107940 113100 146520 152170 3820 4000 5190 5390 3910 5290 Cylinder Data Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 G ROLJI REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction Mail REPORT OF PIER OBSERVATION Freeport 9 Coppell Road at Bethel Road Coppell, Texas Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc./Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel/Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 33 REPORT DATE: 06 -22 -01 REG PROJECT NO. 7888 TECHNICIANS: J. Johnson W. Eberhardt PAGE: 1 of 1 Pier Diameter Bell Diameter Depth Before Date Pier No. (inches) (inches) Bell (feet) Final Depth of Pier (feet) 06 -01 -01 D -22 E -22 F -22 H -22 J -22 K -22 A -22.2 A -21.8 A -21.5 A -21.3 A -21 A -21 A -20.7 A -20.6 A -20.4 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 15.0 15.0 15.0 15.0 15.4 16.0 15.0 14.0 14.4 13.0 13.3 12.0 12.0 11.4 10.0 15.2 15.0 15.2 16.0 15.4 16.3 15.9 14.0 14.4 14.0 13.5 12.0 12.2 11.9 10.7 Submitted by: REED ENGINEERING GROUP, INC. Original Signed By James F. Phipps, P.E. BW /mm 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 E I r IEEPiInG G 1=1 O LJ REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction Location of Sample Design Information Test Results FR 1 l CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 89 REG PROJECT NO. 7888 SAMPLE DATE: 06 -22 -01 TECHNICIAN: R. Yeoman Set Number I Location 1 Quantity Represented 1 Floor slab: M.8 -1.5 2 Floor slab: L.3 -2.4 3 Floor slab: L -3.5 4 Floor slab: J -3 5 Floor slab: H.3 -3 6 Floor slab: G -3 7 Floor slab: F -3 8 Floor slab: E.5 -3.2 9 Floor slab: C -3 10 Floor slab: A.5 -3.3 50/1000 160/1000 250/1000 330/1000 440/1000 560/1000 640/1000 730/1000 820/1000 940/1000 Source of Concrete 1 Mix Identification Specified Strength p.s.i. Potter 9349 4000 Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 9675 9675 9675 9675 2 9676 9676 9676 9676 3 9677 9677 9677 9677 06 -29 -01 07 -20 -01 07 -20 -01 Hold 06 -29 -01 07 -20 -01 07 -20 -01 Hold 06 -29 -01 07 -20 -01 07 -20 -01 Hold 7 28 28 H 7 28 28 H 7 28 28 H 136630 147810 165110 124740 149920 159400 130800 163500 164010 4830 5230 5840 4410 5310 5640 4630 5790 5800 5540 5480 5800 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 EI 1GIr7EERIr�G G R O U P Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 4 9678 9678 9678 9678 5 9679 9679 9679 9679 6 9680 9680 9680 9680 7 9681 9681 9681 9681 8 9682 9682 9682 9682 9 9683 9683 9683 9683 10 9684 9684 9684 9684 06 -29 -01 07 -20 -01 07 -20 -01 Hold 06 -29 -01 07 -20 -01 07 -20 -01 Hold 06 -29 -01 07 -20 -01 07 -20 -01 Hold 06 -29 -01 07 -20 -01 07 -20 -01 Hold 06 -29 -01 07 -20 -01 07 -20 -01 Hold 06 -29 -01 07 -20 -01 07 -20 -01 Hold 06 -29 -01 07 -20 -01 07 -20 -01 Hold 7 28 28 H 7 28 28 H 7 28 28 H 7 28 28 H 7 28 28 I-1 7 28 28 H 7 28 28 H 118970 143310 147770 148460 164870 174600 116510 156560 156640 131180 160700 166630 122330 153310 157550 137990 161390 162780 128480 163310 164560 4210 5070 5230 5250 5840 6180 4120 5540 5540 4640 5690 5900 4330 5430 5580 4880 5710 5760 4550 5780 5820 5150 6010 5540 5800 5510 5740 5800 Cylinder Data Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 2 3 4 5 6 9675 9676 9677 9678 9679 9680 5.00 4.75 5.00 5.50 4.75 5.25 6:40AM 7:40AM 8:15AM 8:50AM 9:45AM 11:10AM 75 76 78 79 80 82 89 89 89 90 90 90 N/A N/A N/A N/A N/A N/A 104317 104328 104337 104345 104356 104368 Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 7 9681 4.50 12:OOPM 85 90 N/A 104376 8 9682 5.00 12:35PM 88 90 N/A 104385 9 9683 5.00 1:30PM 90 90 N/A 104394 10 9684 5.00 2:40PM 91 89 N/A 104406 Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je