SS9901-LR040712Construction Materials Testing
and Environmental Consulting
Texas
CMT,
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Densit), Report No. 3 (204-0125) Method: ASTM D2922 D3017 D698 Pa[~e of 1
Client: City of Coppell Material Description Maximum Optimum
Dry Moisture
Density Content
Project: DeForest Lift Station - Coppell (Lbs/CuF0 Percent
1. Light Gray Clay w/occasional calcareous nodules 102.4 20.4
Test Date: July 16, 2004 2. Tan Sandy Clay 106.9 18.6
3. Gray Sandy Clay w/limestone fragments 106.6 17.7
Report Date: July 12, 2004 4. 3~8,, Crush Stone 104.8 3.9
5. Dark Brown Clay 88.5 28.9
6. Light Brown Sandy Clay 103.4 19.7
Required Density (%): Min. 95%-100%
Required Moisture (%): Opt. +3%-Sand;
Opt. +4%-Clay; Opt. ±2%-Lime Treated;
Opt. +5 under paving
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No Dry Density Moisture Compaction
Test (Lbs/CuFf) Content (%)
No
Probe
Depth
2 South of MacArthur Park
11 Station 39+50 107.5 18.8 100.5
2 South of MacArthur Park
12 Station 38+50 104.5 20.1 97.7
6 South of MacArthur Park
13 Station 41 +50 102.4 22.0 99.0
6 South of MacArthur Park
14 Station 42+50 98.6 22.6 95.3
6 South of MacArthur Park
15 Station 43+50 106.7 21.0 103.1
Test results meet project specifications
cc: Mr Rick O'Dell- City of Coppell Mr Ted B Sugg - Turner Collie & Braden, Inc.
Mr Sam Montoya - S.J. Louis Construction of Texas LTD. (Retests-densities)
Construction Materials Testing
and Environmental Consulting
Texas
CM%
Inc,
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Densit~ Report No. 1 (204-0125) Method: ASTM D2922 D3017 D698 Pa~e of 1
Client: City of Coppell Material Description Maximum Optimum
D~ Moisture
Density Content
Project: DeForest Lift Station - Coppell (lbs/tuFt) Percent
1. Light Gray Clay w/occasional calcareous nodules 102,4 20.4
Test Date: July 6, 2004 2. Tan Sandy Clay 106.9 18.6
3. Gray Sandy Clay w/limestone fragments 106.6 17.7
Report Date: July 12, 2004 d. 3/8" Crush Stone 104.8 3.9
Required Density (%): Min. 95%-100%
Required Moisture (%): Opt. ±3%-Sand;
Opt. +4%-Clay; Opt. ±2%-Lime Treated;
Opt. +5 under paving
Mat Location/Elevation (and/or) Li~ In-Place In-Place Percent
No Dry Density Moisture Compaction
Test
No. (Lbs/CuFf) Content (%)
Depth
1 Final - MacArthur median island
1 Station 3+00 101.3 20.4 98.9
2 Final - MacArthur median island
2 Station 2+60 102.0 17.5 95.4
2 Final - MacArthur median island
3 Station 2+00 102.5 18.9 95.9
I Station 2+00 - 3' below grade
4 87.4 32.6 * 85.3 *
1 Station 2+00 - 3 ½' below grade
5 99.2 20.9 96.9
4 Final - west of sanitary sewer manhole
6 Station 0+62 103.5 5.1 98.8
4 North of sanitary sewer manhole
7 Station 0+62 99.6 3.8 95.0
* Test results do not meet project specific~t~ns /
cc: Mr. Rick O'Deg - City of Coppell ~ ./In
Mr. Ted B. Sugg - Turner Collie & Braden, Inc.
r. Sam Montoya- S.J. Lores Conslruc mn of Texas LTD. (Retests-dens~t~es) ~.~ · (~
Construction Materials Testing
and Environmental Consulting
Texas
CMT,
Inc
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 2 (204-0125) Method: ASTM D2922 D3017 D698 Pa~e 1 of I
Client: City of Coppell Material Description Maximum Optimum
D~ Moisture
Density Content
Project: DeForest Lift Station - Coppell (Lbs/CuFt) Percent
1, Light Gray Clay w/occasional calcareous nodules 102.4 20.4
Test Date: July 9, 2004 2. Tan Sandy Clay 106.9 18.6
3. Gray Sandy Clay w/limestone fragments 106.6 17.7
Report Date: July 12, 2004 4. 3/8" Crush Stone 104.8 3.9
Required Density (%): Min. 95%-100%
Required Moisture (%): Opt. :t:3%-Sand;
Opt. +4%-Clay; Opt. ±2%-Lime Treated;
Opt. +5 under paving
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Densit3, Moisture Compaction
Test (Lbs/CuFt) Content (%)
No
Probe
Depth
4 Gravel bedding - south side of entrance
8 3' E. of manhole 102.5 4.0 97.8
4 Gravel bedding
9 Center of entrance 102.0 3.9 97.3
2 Retest # 4
10 (Reported to City of Coppell; Billed to S. J. Louis) 104.8 19.1 98.0
Test results meet project specifications
cc: Mr. RickO'DelI-CityofCoppell
Mr. Ted B Sugg - Turner Collie & Braden, Inc.
Mr. Sam Montoya - S.J. Louis Construction of Texas LTD. (Retests-densities)