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Coppell Comm 1R3-LR040614
GEOTECHNICAL AND ~ J~J O I I F~ ENVIRON~IENTAL CONSULTANTS REPORT OF PIER OBSERVATION Royal Park Freeport Parkway and Burns Street Coppell, Texas REPORTED TO: Hay & Jones c/o Pritchard Associates 2500 Routh Street Dallas, Texas 75201 ATTN: Mr. Brett Ratliff REPORT NO. 25 REPORT DATE: 06-14-04 REG PROJECT NO. 11150 TECHNICIAN: P. Becerra PAGE: 1 of 2 CONTRACTOR: McFadden & Miller Date 05-24-04 05-25-04 Pier Diameter Bell Diameter Depth Before Pier No. (inches) (nches) Be (feet) F-2 20 48 15.6 E-2 20 48 14.2 D-2 20 48 14.7 C-2 20 48 14.0 B-2 20 48 14.0 F-3 20 48 14.4 E-3 20 48 14.0 D-3 20 48 14.3 C-3 20 48 13.8 B-3 20 48 14.3 G-1 24 60 12.6 G-1.4 24 60 12.7 G-1.7 24 60 12.3 F-4 20 48 14.3 E-4 20 48 14.6 D-4 20 48 14.9 C-4 20 48 13.7 B-4 20 48 13.6 F-5 20 48 14,0 E-5 20 48 13.6 D-5 20 48 13.8 C-5 20 48 14.2 B-5 20 48 14.6 G-2.2 24 60 12.2 G-2,8 24 60 12.5 G-3.5 24 60 11.9 G-4.2 24 60 12.3 Final Depth Concrete of Pier (feet) Length (feet) 16.4 16.4 14.7 14.7 15.3 15.3 14.1 14.1 14.5 14.5 14.8 14.8 14.3 14.3 14.4 14.4 14.0 14.0 14.5 14.5 12.7 11.2 12.8 11.3 12.5 12.5 14.3 14.3 14.6 14.6 14.9 14.9 14.2 14.2 14.0 14.0 14.5 14.5 14.2 14.2 13.8 13.8 14.2 14.2 14.7 14.7 12.5 11.0 12.8 11.3 12.1 12.1 12.6 11.1 REPORT NO. 25 REPORT DATE: 06-14-04 REG PROJECT NO. 11150 PAGE: 2 of 2 Pier Diameter Bell Diameter Depth Before Date Pier No. (inches) (inches) Bell (feetI 05-25-04 G-4.8 24 60 12.5 G-5.3 24 60 12.7 G-5.6 24 60 12.4 G-6 24 60 12.8 Final Depth Concrete of Pier (feet) Length (feet) 13.3 11.7 13.2 11.8 12.6 11.1 13~1 11.9 Mail Distribution: (1) Pritchard Associates/Mr. Brett Ratliff (1) McFadden & Miller/ Mr. Jon Jacobson (1) Azimuth Architecture/Mr. John Taylor Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Ronald F. Reed, P.E. BW/cn F:;I r='l~: I-1 J ~' I--I r:-- I [--I1=' I=' F=I II--] [~; GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Royal Park Freeport Parkway and Burns Street Coppell, Texas REPORTED TO: Hay & Jones c/o Pritchard Associates 2500 Routh Street Dallas, Texas 75201 ATTN; Mr. Brett Ratliff REPORT NO. 38 REG PROJECT NO. 11150 SAMPLE DATE: 06-12-04 TECHNICIAN: P. Becerra CONTRACTOR: McFadden & Miller Loc_~*_!on of Sample Set Number I Location I Quantity Represented 1 Floor slab: 40', 110' of N.W. building corner 30/550 2 Floor slab: 50' from Inlet line A STA 0+00 310/550 Design Information Source of Concrete I Mix Identification I Specified Strength p.s.i. TXI 47 3500 Test Results Set Cylinder I Age@ Total Load Compressive Average No. ID Date Tested [ Test lbs. Strength p.s.i. Strength p.s.I. 1 8899 06-19-04 7 117590 4160 8899 07-10-04 28 148530 5260 8899 07-10-04 28 149690 5300 5290 2 8900 06-19-04 7 108840 3850 8900 07-10-04 28 147990 5240 8900 07-10-04 28 139170 4930 5090 Cylinder Data t Set Cylinder Time of Concrete Air Ticket No. ID Slump Sample AirTemp. Temp. I Entrainment Number 1 8899 4.50 6:30AM 65 70 N/A 3546873 2 8900 5.50 9:20AM 75 80 N/A 3546995 Mail Distribution: (1) Pritchard Associates/Mr. Brett Ratliff (1) McFadden & Miller/Mr. Jon Jacobson (1) Azimuth Architecture/Mr. John Taylor Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith Atkins Manager, C.M.T. KEA/je 24245TUTZ DE. * SUITE400 · D^LLA$.TX 75235 · T~L [2141350 5600 · F^X[2t4] 3500019