Loading...
Freeport NIP(7.6)-LR010514 GEOTECHNICALAND ~ ~ O I I J~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport Parkway Extension Freeport Parkway, North of Bethel Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 7 5495 Belt Line Road, Suite 360 REPORT DATE: 05-14-01 Dallas, Texas 75240 REG PROJECT NO. 7623 ATTN: Mr. Jeff Langston TECHNICIAN: P. Bulter PAGE: 1 of 2 CONTRACTOR: McMahon Contracting Proctor ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Dark brown clay 16.5 103.0 2 D-698 Dark brown & yellow clay 18.5 102.0 3 D-698 Yellowish brown sandy clay 12.5 113.0 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 86 04-06-01 S.W. Bldg Pad: 50'N, 570'W(1) 2.0 99.5 22.6 2 97.6 87 S.W. Bldg Pad: 50'N, 640'W(1) 2.0 98.7 21.8 2 96.8 88 S.W. Bldg Pad: 50'N, 710'W(1) 2.0 98.5 22.3 2 96.6 89 S.W. Bldg Pad: 50'N, 780'W(1 ) 2.0 99.3 21.0 2 97.4 90 S.W. Bldg Pad: 50'N, 850'W(1) 2.0 99.8 20.6 2 97.9 91 S.W. Bldg Pad: 50'N, 920'W(1) 2.0 98.1 21.4 2 96.2 92 S.W. Bldg Pad: 50'N, 990'W(1) 2.0 97.7 22.6 2 95.8 93 S.W. Bldg Pad: 50'N, 1060'W(1) 2.0 98.3 21.7 2 96.4 94 S.W. Bldg Pad: 50'N, 1130'W(1) 2.0 98.9 20.0 2 97.0 95 S.W. Bldg Pad: 50'N, 1200'W(1) 2.0 98.0 20.6 2 96.0 96 S.W.~'~' Pad:~ ~'~ 1100'W(!) 2.0 ~,ug ,3~ ,4, 97.0 23.0 2 95.1 97 S.W. Bldg Pad: 130'N, 1000'W(1) 2.0 97.4 22.5 2 95.5 98 S.W. Bldg Pad: 130'N, 900'W(1) 2.0 97.2 22.0 2 95.3 99 S.W. Bldg Pad; 130'N, 840'W(1) 2.0 94.7 23.1 2 92.9 100 S.W. Bldg Pad: 130'N, 800'W(1 ) 2.0 95.5 23.0 2 93.7 101 S.W. Bldg Pad: 130'N, 730'W(1) 2.0 96.4 22.8 2 94.6 102 S.W. Bldg Pad: 130'N, 675'W(1) 2.0 97.7 21.9 2 95.8 103 S.W. Bldg Pad: 130'N, 610'W(1) 2.0 97.0 22.4 2 95.1 104 S.W. Bldg Pad: 130'N, 580'W(1) 2.0 98.5 21.1 2 96.6 105 S.W. Bldg Pad: 130'N, 520'W(1) 2.0 98.8 20.7 2 96.9 106 S.E. Bldg Pad: 30'S, 20'E(2) 2.0 97.7 22.0 2 95.8 107 S.E. Bldg Pad: 130'S, 25'E(2) 2.0 98.3 22.1 2 96.4 108 S.E. Bldg Pad: 245'S, 25'E(2) 2.0 109.7 17.6 3 97.1 109 S.E. Bldg Pad: 200'S, 25'E(2) 2.0 107.2 17.1 3 94.9 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. '7 REPORT DATE: 0§-14-01 REG PROJECT NO. 7623 PAGE: 2 of 2 Depth Below Field Field Test Final $. G. Density Moisture Proctor C;ompaction No. Date Location (feet) (pcf) ( %) ID Level (%) 110 04-06-01 S.E. Bldg Pad: 220'S, 100'E(2) 2.0 108.0 16.6 3 95.6 111 S.E. Bldg Pad: 170'S, 100'E(2) 2.0 109.8 17.5 3 97.2 112 S.E. Bldg Pad: 100'S, 100'E(2) 2.0 108.2 17.0 3 95.8 113 S.E. Bldg Pad: 20'S, 100'E(2) 2.0 109.1 16.4 3 96.6 114 S.W. Bldg Pad: 50'N, 50'W(1) 1.0 99.5 20.7 2 97.6 115 S.W. Bldg Pad: 50'N, 100'W(1) 1.0 98.4 21.0 2 96.5 116 S.W. Bldg Pad: 50'N, 175'W(1) 1.0 108.6 16.1 3 96.2 117 S.W. Bldg Pad: 50'N, 240'W(1) 1.0 109.0 17.5 3 96.6 118 S.W. Bldg Pad: 50'N, 300'W(1) 1.0 108.5 16.9 3 96.1 119 S.W. Bldg Pad: 50'N, 390'W(1) 1.0 99.3 21.4 2 97.4 120 S.W. Bldg Pad: 50'N, 460'W(1) 1.0 99.0 20.6 2 97.1 121 S.W. Bldg Pad; 50'N, 510'W(1) 1.0 100.0 19.6 2 98.0 122 S.W. Bldg Pad: 50'N, 590'W(1) 1.0 99.3 20.0 2 97.4 123 S.W. Bldg Pad: 145'N, 625'W(1) 1.0 109.3 16.4 3 96.9 124 S.W. Bldg Pad: 145'N, 560'W(1) 1.0 100.0 20.4 2 98.0 125 S.W. Bldg Pad: 145'N, 500'W(1) 1.0 110.4 17.6 3 97.9 126 S.W. Bldg Pad: 130'N, 420'W(1) 1.0 99.0 21.4 2 97.1 127 S.W. Bldg Pad: 130'N, 360'W(1) 1.0 98.5 20.6 2 96.6 128 S.W. Bldg Pad: 130'N, 300'W(1) 1.0 107.8 17.1 3 95.4 129 S.W. Bldg Pad: 135'N, 200'W(1) 1.0 98.7 19.7 2 96.8 130 S.W. Bldg Pad: 145'N, 125'W(1) 1.0 110.0 16.7 3 97.4 131 S.W. Bldg Pad: 145'N, 25'W(1) 1.0 108.5 17.4 3 96.1 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.E. building corner. (2) Measurements referenced from N.W. building corner. Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) McMahon Contracting/ Mr. Bruce Roebuck Original Signed By (1) City of Coppell/Mr. Larry Bavis Ronald F. Reed, P.E. KA/cg GEOTECHNICALAND ~ ~ r-t I I F=~ ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Freeport Parkway Extension Freeport Parkway, North of Bethel Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 23 5495 Belt Line Road, Suite 360 REG PROJECT NO. 7623 Dallas, Texas 75240 SAMPLE DATE: 05-14-01 ATTN: Mr. Jeff Langston TECHNICIAN: Contractor CONTRACTOR: McMahon Contracting Location of Sample Set Number I Location I Quantity Represented 1 Inlet N/A Design Information IS°urce °f C°ncrete 'N/A Mix Identification N/A I Specified Strength P's'i' I 3000 Test Results Set Cylinder Age@ Total Load I CompressiveI Average No. ID Date Tested Test lbs. I IStrength p.s.i. Strength p.s.i. 1 8350 05-21-01 7 78390 2770 8350 06-11-01 28 120510 4270 8350 06-11-01 28 100410 3550 3910 8350 Hold H Cylinder Data Set1 Cylinder I Time of J Concrete Air Ticket I No. ID Slump Sample Air Temp. Temp. Entrainment Number 8350 N/A N/A N/A N/A N/A N/A Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) McMahon Contracting/ Mr. Bruce Roebuck Original Signed By (1) City of Coppell/Mr. Larry Davis (1) Metroplex Excavation, Inc. Keith E. Atkins KEA/je 2424 STUTZ DR. * SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019