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GEOTECHNICAL AND ~ ~ ~ II p
ENVIRONMENTat CONSULt^NT$
REPORT OF FIELD DENSITY TESTS
Drainage and Paving Improvements
Fritz and Freeport Parkway
Coppell, Texas
REPORTED TO: Catellus Development Corporation REPORT NO. 5
4545 Fuller Drive, Suite 100 REPORT DATE: 11-10-98
Irving Texas 75038 REG PROJECT NO. 4998
ATTN: Mr. Robert McCann TECHNICIAN: K. Graham
PAGE: 1 of 2
CONTRACTOR: Wright Construction
1 D-698 Dark brown clay 25.0 94.0
2 D-698 Olive brown clay 23.5 95.5
~ro~t~
49 10-29-98 Storm Line B, STA 4+30 7.0 91.0 27.3 1 96.8
50 Storm Line B, STA 3+30 7.0 90.8 27.5 ~1 96.6
5'1 Storm Line B, STA 2+30 6.0 91.3 26.2 1 97.1
52 Storm Line B, STA 1+30 5.0 91.5 26.0 1 97.3
53 Storm Line A, STA 5+15 (1) 11.5 89.6 27.8 1 95.3
54 Storm Line A, STA 5+00 (,) 8.0 89.9 27.4 , 95.6
55 Storm Line A. STA 5+~ 0 (2) ,, .5 89.4 28.3 , 95.,
56 Storm Line A, STA 4+95 (2) 8.0 90., 27.7 1 95.8
57 Storm Line A, STA 4+90 7.0 90.2 26.9 1 96.0
58 Storm Line A, STA 4+80 6.0 9, .6 26.3 1 97.4
59 Storm Line A, STA 4+70 5.0 90.7 26.5 1 96.5
60 Storm Line A, STA 4+60 4.0 9, .8 26., , 97.7
6, Storm Line A, STA 4+50 3.0 92.8 25., 2 97.2
62 Storm Line A, STA 4+40 2.0 93.1 24.6 2 97.5
63 Storm Line A. STA 4+30 1.0 93.7 23.9 2 98.~
64 Storm Line A, STA 4+20 0.0 92.8 24.8 2 97.2
65 Storm Line B, STA 1 +20 6.0 9, .2 25.2 2 95.5
66 Storm Line B. 3TA 2+20 6.0 9, .7 24.9 2 96.0
67 Storm Line B, STA 3+20 5.0 9, .5 25.0 2 95.8
68 Storm Line B, STA 4+20 4.0 9, .4 25.2 2 95.7
69 ,0-30-98 Storm Line B, STA 4+20 6.0 93.0 25.1 2 97.4
70 Storm Line B, STA 3+20 6.0 93.7 24.7 2 98.,
7, Storm Line B, STA 2+20 5.0 93., 25.0 2 97.5
72 Storm Line B, STA, +20 4.0 92.5 25.3 2 96.9
73 Storm Line A, STA 7+20 (~) 8.5 89.4 28.8 , 95.,
74 Storm Line A, STA 7+~0 (~) 6.0 90., 28.3 , 95.8
75 Storm Line A, STA 7+20 (2) 8.5 89.3 29.2 , 95.0
76 Storm Line A, STA 7+~0 (2) 6.0 89.8 28.5 ~ 95.5
77 Storm Line A, STA 7+00 5.0 90.0 28.3 1 95.7
78 Storm Line A, STA 6+90 4.0 90.5 27.6 , 96.3
79 Storm Line A. STA 6+80 3.0 92.5 25.5 2 96.9
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
REPORT NO. 5
REPORT DATE: 11-10-98
REG PROJECT NO. 4998
PAGE: 2 of 2
80 10-30-98 Storm Line A, STA 6+70 2.0 92.8 24.8 2 97.2
81 Storm Line A, STA 6+60 1.0 92.4 25.1 2 96.8
82 Storm Line A, STA 6+50 0.0 93.'1 24.6 2 97.5
83 Storm Line B, STA 4+10 5.0 91.4 26.2 1 97.2
84 Storm Line B, STA 3+10 5.0 90.7 26.8 1 96.5
85 Storm Line B, STA 2+10 4.0 90.4 27.3 1 96.2
86 Storm Line B, STA 1+10 3.0 90.8 26.9 1 96.6
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) North side of structure.
(2) South side of structure.
Distribution: (1) Catellus Development Corporation/ Submitted by:
Mr. Robed McCann
(1) Wright Construction/Mr. Tim Mullikin REED ENGINEERING GROUP, INC.
(1) City of Coppell/Mr. Garth Campbell
(1) Halff Associates/Mr. Todd Jackson Original Signed By
Ronald F. Reed, P.E.
KA/sa