Park West CC(4)-LR 940307 'l rracon
March 7, 1994 '>~:' :~:.. ' ..... ~ ..... .'. .... ~.':~ :'.-
9015 Sterling Street ..,:
Irving, Texas 75063 --- :- - -: .... ~-.-: .:-
Attn: Mr. Robert McCann Re: M J Designs Distribution Center
500 Airline Drive
Coppell, Texas
Job No. 17931033
Dear Mr. McCann:
A Terracon Consultants, Inc. representative has continued to perform earthwork observation and
testing services for the referenced project. This report covers the earthwork compaction testing
services performed from February 21 to March 3, 1994. Services provided during this period
consisted of performing field density tests on compacted clay fill placed in the utility and test
pit excavations. Concrete and drilled pier observation and testing has also been performed
during this time period and the reports of these services are being transmitted separately.
Results of the field density tests performed during this period are attached. A moisture-density
relationship of parking lot subgrade material is also attached
If you have any questions regarding this report or it's attachments, please contact this office.
Sincerely,
TERRACON CO .I~..L-TA, I~. '~, INC.
Eric I. Cleveland, P.E.
Project Engineer
EJC: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. Geotechnical, Environmental and Materials Engineers
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QUALITY ENGINEERING SINCE 1965
FIELD COMPACTION REPORT
Job No. 17931033
Job Name and Location M.J. DESIGNS DISTRIBLYI'ION ~ Date 3-5-94
Architect or Engineer JAMES, HA..qSqIC~ + PARPNERS, INC.
Contractor BOB lvDORE CX)N~ON, INC.
Datum SITE DATL~
Lift No. Maximum In-Piece ln-Ptace
Test Date Location or Mt[. Lab Dry ~et ~ater Dry Percent Coa~ents
No. Ekev. Mark Density Density Content Density Comp.
542 2-21 STATION 22+00 LIFT 1 C 98.5 118.3 25.5 94.3 96 ~EST PARKING
10 IN, WATER
543 2-21 STATION 22+00 LIFT 2 C 98.5 115.1 25.0 92.1 93 WEST PARKING
10 IN. WATER
544 2-21 STATION 22+00 GRADE C 98.5 116.5 25.3 93.0 94 WEST PARKING
10 IN. WATER
545 2-21 STATION 24+00 LIFT 1 C 98.5 116.8 25.9 92.8 94 14EST PARKING
10 IN. WATER
546 2-21 STATION 24+00 LIFT 2 C 98.5 116.6 25.3 93.1 94 I~EST PARKING
10 IN. gATER
547 2-21 STATION 24+00 GRADE C 98.5 118.4 25.5 94.3 96 I~EST PARKING
10 IN. WATER
548 2-21 STATION 13+40 LIFT 1 C 98.5 118.7 25.5 94.6 96 SOUTH PARKIN
STORM INLET
549 2-21 STATION 13+40 LIFT 2 £ 98.5 118.0 25.0 94.4 96 SOUTH PARKIN
STORM INLET
550 2-21 STATION 13+40 GRADE C 98.5 119.0 25.8 94.6 96 SOUTH PARKIN
STORM INLET
551 2-25 STATION 8+50 LIFT 1 C 98.5 117.3 28.6 91.2 93 SOUTH PARKIN
STORM INLET
552 2-25 STATION 8+50 LIFT 2 C 98.5 119.0 29.0 92.2 94 SOUTH PARKIN
STORM INLET
553 2-25 STATION 8+50 GRADE C 98.5 117.7 28.5 91.6 93 SOUTH PARKIN
STORM INLET
554 2-25 STATION 7+50 LIFT 1 C 98.5 118.4 28.3 92.3 94 SOUTH PARKIN
STORM INLET
555 2-25 STATION 7+50 LIFT 2 C 98.5 117.6 28.5 91.5 93 SOUTH PARKIN
STORM INLET
556 2-25 STATION 7+50 GRADE C 98.5 118.5 29,3 91.6 93 SOUTH PARKIN
STORM INLET
557 2-26 30 FT N OF SE LIFT 1 C 98.5 119.6 27.8 93.6 95 EXCAVATED
CORNER ~ATER LINE
558 2-26 60 FT N OF SE LIFT 1 C 98.5 120.5 29.3 93.2 95 EXCAVATED
CORNER ~ATER LINE
559 2-26 90 FT N OF SE LIFT 1 C 98.5 120.1 27.0 94.6 96 EXCAVATED
CORNER WATER LINE
560 2-26 120 FT N OF SE LIFT 1 C 98.5 121.8 28.8 94.6 96 EXCAVATED
CORNER WATER LINE
561 2-26 30 FT N OF SE LIFT 2 C 98.5 120.1 27.0 94.6 96 EXCAVATED
CORNER ~ATER LINE
562 2-26 60 FT N OF SE LIFT 2 C 98.5 119.3 27.5 93.6 95 EXCAVATED
CORNER WATER LINE
563 2-26 90 FT N OF SE LIFT 2 C 98.5 122.0 28.5 94.9 96 EXCAVATED
CORNER gATER LINE
564 2-26 120 FT N OF SE LIFT 2 C 98.5 118.5 27.1 93.2 95 EXCAVATED
CORNER ~ATER LINE
565 2-26 30 FT N OF SE LIFT 3 C 98.5 121.6 28.1 94.9 96 EXCAVATED
CORNER WATER LINE
566 2-26 60 FT g OF SE LIFT 3 C 98.5 117.7 27.1 92.6 94 EXCAVATED
CORNER ~ATER LINE
567 2-26 90 FT N OF SE LIFT 3 C 98.5 119.2 27.1 93.8 95 EXCAVATED
CORNER ~ATER LINE
568 2-26 120 FT N OF SE LIFT 3 C 98.5 118.6 27.3 93.2 95 EXCAVATED
CORNER 9ATER LINE
NOTES: Densities shown: pounds per cubic foot
9eter Content: Percent of dry weight ] brracon
Percent Compaction: Based on maximue dry density obtained on
sempte indicatedbymateriat mark.
FIELD COMPACTION REPORT
Job No. 17931033
Job Name and Location M.J. DESI(~lS DISTRII3U~ON ~ Date 3-5-94
Architect or Engineer JAMES, ~CK + PARItTERS, _I~NC.
Contractor BOB MOORE 03N~ON, XNC.
Datum SITE DATL~
Lift No. Maximtsa In-Piece In-Piece
Test Date Location or Mtl. Lab Dry get Hater Dry Percent Comments
No. Etev. Mark Density Density Content Density Comp.
569 2-26 30 FT N OF SE LIFT 4 C 98.5 119.9 26.8 94.6 96 EXCAVATED
CORNER gkTER LINE
5?0 2-26 60 FT N OF SE LIFT 4 C 98.5 119.5 2?.4 93.8 95 EXCAVATED
CORNER UATER LINE
571 2-26 90 FT N OF SE LIFT 4 C 98.5 121.0 28.1 94.5 96 EXCAVATED
CORNER ~ATER LINE
572 2-26 120 FT N OF SE EXCAVATED
CORNER LIFT 4 C 98.5 118.7 26.2 94.1 95 WATER LINE
573 2-26 150 FT N OF SE LIFT 4 C 98.5 119.1 27.0 93,8 95 EXCAVATED
CORNER WATER LINE
574 2-26 STATION 10+00 LIFT 1 C 98.5 118.4 29.4 91.5 93 SOUTH PARKIN
INLET
575 2-26 STATION 10+00 LIFT 2 C 98.5 119.5 28.9 92.7 94 SOUTH PARKIN
INLET
576 2-26 STATION 10+00 GRADE C 98.5 118.8 29.2 92.0 93 SOUTH PARKIN
INLET
577 Z-28 R - 1.3 LIFT 1 O 125.5 131.5 9.0 120.6 96 INTERIOR
PLUHBING
578 2-28 R - 2.6 LIFT 1 D 125.5 132.8 9.6 121.1 96 INTERIOR
PLUMBING
579 2-28 R - 4.6 LIFT 1 O 125.5 131.8 9.2 120.6 96 INTERIOR
PLUMBING
580 2-28 R - 1.3 LIFT 2 O 125.5 133.1 9.1 121.9 97 INTERIOR
PLUMBING
581 2-28 R - 2.6 LIFT 2 O 125.5 131.0 9.2 119.9 96 INTERIOR
PLUMBING
582 2-28 R - 4.6 LIFT 2 O 125.5 133.5 9.5 121.9 97 INTERIOR
PLUMBING
583 2-28 R - 1.3 GRADE O 125.5 132.6 10.0 120.5 96 INTERIOR
PLUMBING
584 Z-28 R - 2.6 GRADE O 125.5 134.1 10.3 121.5 97 INTERIOR
PLUNBING
585 2-28 R - 4.6 GRADE O 125.5 133.7 9.? 121.8 97 INTERIOR
PLUMBING
586 Z-28 STATION 6+50 LIFT 1 C 98.5 119.6 29.5 92.3 94 SOUTH PARKIN
10 IN. WATER
587 2-28 STATION 6+50 LIFT 2 C 98.5 119.0 29.5 91.9 93 SOUTH PARKIN
10 IN. WATER
588 2-28 STATION 6+50 GRADE C 98.5 118.6 28.7 92.2 94 SOUTH PARKIN
10 IN. WATER
589 2-28 STATION 5+50 LIFT 1 C 98.5 119.8 29.4 92.6 94 SOUTH PARKIN
10 IN. WATER
590 2-28 STATION 5+50 LIFT 2 C 98.5 120.3 29.1 93.2 95 SOUTH PARKIN
10 IN. 9ATER
591 2-28 STATION 5+50 GRADE C 98.5 120.0 29.0 93.0 94 SOUTH PARKIN
10 IN. 9ATER
592 3-3 K.3-17 LIFT 1 C 98.5 118.9 28.4 92.6 94 EAST LINE
TEST HOLES
593 3-3 K.3-17 LIFT 2 C 98.5 120.5 29.6 93.0 94 EAST LINE
TEST HOLES
594 3-3 K.3-17 GRADE C 98.5 119.2 28.0 93.1 95 EAST LINE
TEST HOLES
595 3-3 N.3-17 LIFT 1 C 98.5 119.1 27.5 93.4 95 EAST LINE
TEST HOLES
NOTES: Densities shown: pounds per cubic foot
Vater Content: Percent of dry ueight ] brracan
Percent Compaction: Based on maximum dry density obtained on
sample indicated by material mark.
FIELD COMPACTION REPORT
Job No. 17931033
Job Name and Location M.J. DESIGNS DISTRIBUTIGN ~ Date 3-5-94
Architect or Engineer JAMES., HARW-ICK + PAt~NEP~_, INC. __
Contractor _. BOB MOORE (X)N~ON, INC.
Datum SITE DATt~
Lift No. Maximun In-Place ln-Ptace
Test Date Location or Mtt. Lab Dry bet Water Dry Percent Comnents
No. Eiev. Mark Density Density Content Density Co~p.
596 3-3 H.3-17 LIF1 2 C 98.5 120.1 27.3 94.3 96 EAST LINE
TEST HOLES
597 3-3 H.3-17 GRAOE C 98.5 121.0 28.0 94.5 96 EAST LINE
TEST HOLES
NOTES: Densities shown: pounds per cubic foot
~later Content: Percent of dry .eight I ~rracan
Percent Compaction: Based on maximum dry density obtained on
sampte indicated by materiat eark.
· lrerracan
135
MOISTURE-DENSITY RELATIONSI-IIP
Job No. 17931033 Date 2/2219d
130 ~ I Project M.I DESIGNS DISTRIBUTION
CENTER - COPPELL, TEXAS
Source of Material ~VEST PARKING LOT
125 SUBGRADE
\ Description of Material TAN & GRAY SHAI.EY CI,AY
120 ~I~ Material Designation G
Test Method ASTM D-698 (METHOD A)
115
~- ~ TEST RESULTS
o Maximum Dry Density 101,5 PCF
o
.o_ 110
, \
~ ATTERBERG LIMITS
o_ !o5 LL PL PI
~ 69% 22% 47%
o
v CURVES OF 100% SATURATION
>. 100 FOR SPECIFIC GRAVITY EQUAL TO:
o -- 2.70
>- 95
c~ -- 2.60
90
85
80
75
0 5 10 15 20 25 30 35 40 45
NRTER CONTENT (Per'cenf Dr9 Neighf)
_ .~