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Park West CC(4)-LR 940329 'lrerracon CONSULTANTS, INC. Dupey Management Corporation 9015 Sterling Street Irving, Texas 75063 Attn: Mr. Robert McCann Re: M J Designs Distribution Center 500 Airline Drive Coppell, Texas Job bio. 17931033 Dear Mr. McCann: A representative of Terracon Consultants, Inc. has continued to perform earthwork observation and testing services for the referenced project. This report covers the earthwork compaction testing services performed from March 7 to March 23, 1994. Services provided during this period consisted of performing field density tests on compacted fill in the utility trench excavations and compacted pavement subgrades. Test Nos. 598 to 645 were provided for utility excavation backfill and tests Nos. 646 to 660 were performed for the west parking lot subgrade. Results of the field density tests performed during this period are attached. If you have any questions regarding this report or it's attachments, please contact this office. Sincerely, TERRACON.~o_~. ~~ANTS, INC. Eric J. Cleveland, P.E. Project Engineer EIC:kms Attachments Copy To: James, Harwick + Partners, Inc. Bob Moore Construction, Inc. Albert Halff & Associates, Inc. City of Coppell Offices of The Terracon Companies, Inc. Geolechnical, Environmental and Malerials Engineers .Arzona T..cSCq · Ccoradc C. 32,;a.Jc SI:' ".~$ Bee'.,'e'. F: Cc,I"s. 3'cee',' _cecos-- I c~bo I-I "g:5 Blcom ~g~on Cn.ca~g. RCC~ :5~-3 I :gw~ Cec~' Fa. s. Se~a' ~a~ c5 Eave~o2': D~5 Vetoes S~c'~ O-' a-sma 2-~ a~c~a Ci:y -.'sa ffi %vas Dai as ffi L:a-. Sale _a-.e C t} ffi Wyc~ -8 ?,e':..e"r'e OUALITY EN~IN[[~IN¢ SINCE 1965 FIELD COMPACTION REPORT Job No. 17931033 Job Name and Location M.J. DESIGNS DISTRIBUTION ~ Date 3-25-94 Architect or Engineer JAMES, HAtS~C~ + PAR~NE1RS, INC ............... Contractor __ BOB I~X~RE ODN~ON, XNC. Datum SITE: DATUM Lift No. Maximum ln-Ptace ln-Ptace Test Date Location or Mtt. Lab Dry Uet Water Dry Percent Coe~ents No. Eiev. Mark Density Density Content Density Comp. 598 3-7 G-2 LIFT 1 D 125.5 132.7 9.8 120.8 96 INTERIOR PLUMBING 599 3-7 G-2 LIFT 2 D 125.5 132.2 9.4 120.8 96 INTERIOR PLUMBING 600 3-7 G-2 GRADE D 125.5 133.4 10.6 120.6 96 INTERIOR PLUMBING 601 3-7 G-5 LIFT 1 D 125.5 135.0 11.4 121.1 96 INTERIOR PLUMBING 602 3-7 G-5 LIFT 2 D 125.5 133.8 9.9 121.7 97 INTERIOR PLUMBING 603 3-? G-5 GRADE D 125.5 134.7 10.5 121.9 97 INTERIOR PLUMBING 604 3-14 G-5 LIFT 1 D 125.5 133.5 10.5 120.8 96 INTERIOR PLUMBING 605 3-14 G-5 LIFT 2 D 125.5 135.3 10.8 122.1 97 INTERIOR PLUMBING 606 3-14 G-5 GRADE D 125.5 133.0 9.9 121.0 96 INTERIOR PLUMBING 607 3-14 STATION 10 IN. WATER 20+00 LIFT 1 C 98.5 119.4 29.6 92.1 94 NW PARKING 608 3-14 STATION 10 IN. WATER 20+00 LIFT 2 C 98.5 121.0 28.1 94.5 96 N~ PARKING 609 3-14 STATION 10 IN. WATER 20+00 GRADE C 98.5 120.5 29.5 93.1 94 NW PARKING 610 3-14 STATION 10 IN. WATER 18+00 LIFT 1 C 98.5 121.4 28.4 94.5 96 NW PARKING 611 3-14 STATION 10 IN. WATER 18+00 LIFT 2 C 98.5 119.2 29.8 91.8 93 NW PARKING 612 3-14 STATION 10 IN. WATER 18+00 GRADE C 98.5 120.3 29.9 92.6 94 NW PARKING 613 3-14 STATION 10 IN. WATER 16+00 LIFT 1 C 98.5 121.? 29.1 96.3 96 N PARKING 614 3-14 STATION 10 IN. WATER 16+00 LIFT 2 C 98.5 119.0 29.4 92.0 93 N PARKING 615 3-14 STATION 10 IN. WATER 16+00 GRAOE C 98.5 119.8 29.2 92.7 94 N PARKING 616 3-14 STATION 10 IN. WATER 14+00 LIFT 1 C 98.5 120.5 30.0 92.? 94 N PARKING 617 3-14 STATION 10 IN. WATER 14+00 LIFT 2 C 98.5 121.0 29.8 93.2 95 N PARKING 618 3-14 STATION 10 IN. WATER 14+00 GRADE C 98.5 119.9 29.5 92.6 94 N PARKING 619 3-15 STATION 10 IN. WATER 12+00 LIFT 1 C 98.5 120.5 30.1 92.6 94 NE PARKING STATION 10 IN. WATER 620 3'15 12+00 LIFT 2 C 98.5 119.0 29.6 91.8 93 NE PARKING 621 3-15 STATION 10 IN. WATER 12+00 GRADE C 98.5 121.8 28.3 94.9 96 NE PARKING 622 3'15 STATION 10 IN. WATER 10+00 LIFT 1 C 98.5 119.3 29.4 92.2 94 NE PARKING 623 3-15 STATION 10 IN. WATER 10+00 LIFT 2 C 98.5 121.5 27.5 95.3 9? NE PARKING 624 3-15 STATION 10 IN. WATER 10+00 GRADE C 98.5 119.0 29.1 92.2 94 NE PARKING NOTES: Densities shown: pounds per cubic foot Water Content: Percent of dry weight ] brracan Percent Compaction: Based on maximum dry density obtained on sampte indicated by materiat mark. FIELD COMPACTION REPORT Job No. 17931033 Job Name and Location _M..J. DESIGNS DISTRIBUTION C~4TE~ Date 3-25-94 Architect or Engineer JAMES, HARtqICK + P~, INC. Contractor BOB MOORE OONSTR[ETION, INC. Datum SITE DATL~I Lift No. Haximum In-Place In-Place Test Date Location or Htl. Lab Dry Wet Water Dry Percent Comments No. E[ev. Hark Density Density Content Density Comp. 625 3-16 STATION 10 IN. WATER 8+00 LIFT 1 C 98.5 120.4 28.6 93.6 95 E PARKING 626 3-16 STATION 10 IN. WATER 8+00 LIFT 2 C 98.5 119.6 29.2 92.6 94 E PARKING STATION 10 IN. WATER 62? 3-16 8+00 GRADE C 98.5 120.5 30.1 92.6 94 E PARKING STATION 10 IN. WATER 628 3-16 6+00 LIFT 1 C 98.5 122.0 2?.9 95.& 9? E PARKING 629 3-16 STATION 10 IN. WATER 6+00 LIFT 2 C 98.5 121.0 29.0 93.8 95 E PARKING STATION 10 IN. WATER 630 3-16 6+00 GRADE C 98.5 122.2 2?.9 95.5 9? E PRKING 631 3-16 STATION 10 IN. WATER 4+00 LIFT 1 C 98.5 121.8 28.6 94.7 96 E PARKING STATION 10 IN. WATER 632 3-16 4+00 LIFT 2 C 98.5 122.6 27.9 95.8 9? E PARKING STATION 10 IN. WATER 633 3-16 4+00 GRADE C 98.5 119.0 29.1 92.2 94 E PARKING STATION 10 IN. WATER 634 3-16 2+00 LIFT 1 C 98.5 119.5 30.0 91.9 93 E PARKING STATION 10 IN. WATER 635 3-16 2+00 LIFT 2 C 98.5 121.3 29.7 93.5 95 E PARKING 636 3-16 STATION 10 IN. WATER 2+00 GRADE C 98.5 120.2 30.0 92.5 94 E PARKING 637 3-22 40 FT NORTH 3 IN WATER OF CURB LIFT 1 C 98.5 122.6 27.9 95.8 9? DOHESTIC 638 3-22 40 FT NORTH 3 IN WATER OF CURB LIFT 2 C 98.5 119.5 29.2 92.5 94 DOHESTIC 639 3-22 40 FT NORTH 3 IN gATER OF CURB GRADE C 98.5 121.0 30.0 93.1 94 DOMESTIC 640 3-22 80 FT NORTH 3 IN gATER OF CURB LIFT 1 C 98.5 119.0 29.1 92.2 94 DOMESTIC 641 3-22 80 FT NORTH 3 IN WATER OF CURB LIFT 2 C 98.5 122.0 29.0 94.6 96 DOHESTIC 642 3-22 80 FT NORTH 3 IN WATER OF CURB GRADE C 98.5 121.5 27.8 95.1 97 DOMESTIC 643 3-22 120 FT NORTH 3 IN WATER OF CURB LIFT 1 C 98.5 122.? 27.7 96.1 98 DOMESTIC 644 3-22 120 FT NORTH 3 IN WATER OF CURB LIFT 2 C 98.5 120.0 29.0 93.0 94 DOMESTIC 645 3-22 120 FT NORTH 3 IN WATER OF CURB GRADE C 98.5 121.6 27.7 95.2 9? DOMESTIC 646 3-23 100 - S 50 - E GRADE G 101.5 122.6 2?.3 96.3 95 WEST PARKING 647 3-23 200 - S 50 - E GRADE G 101.5 125.8 28.4 98.0 97 WEST PARKING 648 3-23 300 - S 50 - E GRADE O 101.5 123.0 27.5 96.5 95 WEST PARKING 649 3-23 400 - S 50 - E GRADE G 101.5 126.8 28.1 99.0 98 WEST PARKING 650 3-23 500 - S 50 - E GRADE O 101.5 123.5 27.3 9?.0 96 WEST PARKING 651 3-23 100 - S 100 - E GRADE G 101.5 126.0 28.6 98.0 97 WEST PARKING NOTES: Densities shown: pounds per cubic foot Water Content: Percent of dry weight ] brracan Percent Compaction: Based on maximum dry density obtained on sample indicated by material mark. FIELD COMPACTION REPORT Job No. 1793~.033 Job Name and Location M.J. DESIGNS DISTRIB/TI~O~ ~ Date 3-25-94 Architect or Engineer Jgl~S, HA.R~C~ + PAI~NER~, Contractor BOB t40ORE OOHSTRUCI~ON~ Datum Lift No. #axi~u~ In-Place In-Place Test Date Location or Nt[. Lab Dry Wet Water Dry Percent Co~t~ents No. E[ev. Hark Density Density Content Density Co~r~. 652 3-23 200 - S 100 - E GRADE G 101.5 125.5 27.9 98.1 97 WEST PARKING 653 3-23 300 - S GRADE O 101.5 124.6 27.5 97.7 96 WEST PARKING 100 - E 654 3-23 400 - S GRADE G 101.5 123.4 27.0 97.2 96 WEST PARKING 100 - E 655 3-23 500 - S 100 - E GRADE G 101.5 126.0 28.3 98.2 97 WEST PARKING 100 - S GRADE G 101.5 124.1 27.5 97.3 96 WEST PARKING 656 3-23 150 - E 657 3-23 200 - S 150 - E GRADE G 101.5 12&.2 27.0 97.8 96 WEST PARKING 658 3-23 300 - S 150 - E GRADE G 101.5 122.9 27.8 96.2 95 WEST PAR[lNG 659 3-23 400 - S GRADE G 101.5 124.5 27.8 97.4 96 WEST PARKING 150 - E 660 3-23 500 - S 150 - E GRADE O 101.5 124.0 27.1 97.6 96 WEST PARKING NOTES: Densities shoun: pounds per cubic foot Water Content: Percent of dry teeight ] brracan Percent Compaction: Based on maximu~ dry density obtained on sample indicated by material mark.