WA0101-LR050525Construction Materials rl~sting
and Em4ronmental Consulting
Texas
CM%
II1C.
10044 Monroe Drive Dallas. Texas 75229 (214) 352-6957
Fax (214) 352~6972 www ,texascmt.cora
MOISTURE DENSITY RELATIONSHIP REPORT
Tes~ Report Date: May 25, 2005 Project No: 205-0137
Sample Date:
i'rojcct:
Identification:
Tcst t'rocedure:
City of Coppell
May 17, 2005
State Hwy. 121 Water Line, WA01-01
Moisture Density Relationship
ASTM D698
Moisture Report No. 2
Method ......................................... A
Optimum Moisture Content ............................ 15.3 percent
Maximum Density ................................. 111.6 pounds per cubic foot
Rammer Type ..................................... Automatic
Material Description ................................ Brown Silty Clay with Gravel
Material Origin ................................... Station 7+00
Moisture Preparation Procedure ......................... Air Dry
Liquid Limit ..................................... 38
Plastic Li~nit ..................................... 13
Plasticity Index .................................... 25
Percent Passing No. 200 U.S. Sieve ...................... 54
Technician: AT
Construction Materials Testing
and Environmental Consulting
Tex s
CM%
1nc,
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:
Client:
Sample Date:
Project:
Identification:
Test Procedure:
May 125, 2005
City of Coppell
May 17, 2005
State Hwy. 121 Water Line, WA01-01
Moisture Density Relationship
ASTM D698
ProJect No: 205-0137
Moisture Report No. 3
Test Results:
Method ......................................... A
Optitnum Moisture Content ............................ 13.1 percent
Maximum Density ................................. 112.2 pounds per cubic foot
Rammer Type ..................................... Automatic
Material Description ................................ Brown Sandy Clay with Gravel
Material Origin ................................... Station 9+40
Moisture Preparation Procedure ......................... Air Dry
Liquid Limit ..................................... 35
Plastic Limit ..................................... 14
Plasticity Index .................................... 21
Percent Passing No. 200 U.S. Sieve ...................... 47
Technician: AT
Ctmstruction Materials Testing
and Environmental Consulting
Tex s
CMT,
10044 Monroe Drive Dallas, Texas 75229 (2141 352.6957
Fax (214) 352-6972 www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
DensiPg' Report No. I (20543123) Methlxl: ASTM D2922 D3017 D698 Pa[~e of 1
Client: City of Coppel] Material Descripllon Maximum Optimum
Dr5 Moisture
Project: State Hwy 121 Water Line, WA014I (Lbs!CuFt) Pcrccm
Test Date: Ma)' 17, 2005 1. Brown & Light Brown Silly Sated 117.9 10.5
2. Brawn Sill3' Clay w/gravel 111.6 15.3
Report Date: May 25, 2005
Required Density (%): Min. 95
Required Moisture (%): -2 to + 4 of opt.
3 3' below grade - Station 9+40
I 106.4 t3.0 95.9
2 4' below grade - Station 7+00
2 99.2 18.6 88.8*
1 4' below grade - Station 4+00
3 i 112.9 11.8 95.8
I
I 3' below grade - Station 2 +46
4 111.9 8.7 95.0
1 I 3' Below grade- Station 0+14
5 I 114.3 12.0 96.9
I
* Test resuRs do not meet project specifications
NOTE: New proctors picked up for tests 1 and 2 on this date
Construction Materials Testing
and Environmental Consulting
Tex ls
CMT,
10044 Monroe Drive Dallas, Texas 75229 {2141 352-6957
Fax 1214) 352-6972 www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Dcnsit~' Rcport No. 2 (205-0123) Metbod: ASTM D2922 D3017 D698 Pa,~e 1 of 2
Client: City of Coppell Matelial [~scription Maximum Optimum
Project: State Hwy 121 Water Line, WA01-01 (Lbs/CuFt) Percent
Test Dale: May 24, 2005 1. Brown & Light Brown Slay Sand 11~.9 i0.5
2. Brown Silty Clay w/gravel 111.6 15.3
Report Date: May 25, 2005
Required Density (%): Min. 95
Required Moisture (%): -2 to +4 of opt.
3 3' below grade - Station 20+ 10
6 108.1 13.7 96.3
3 2' below grade - Statilm 20+ 10
7 109.7 13.8 97.8
3 1' below grade - Station 20+
8 111,5 13,6 99.4
3 Fi~ml Station 20 + 10
9 108.8 12.3 97.0
6~
3 3' below grade - Station 17+10
10 106.6 12.4 95.0
6~
3 2' below grade - Station 17+10
11 103.1 8.5 * 91.9 *
3 l' below grade Station 17+10
12 98.7 14.8 88.0
6~
3 t:inal - Station 17 P 10
13 6~ 111.9 8.1 *[ 99.7
Test results do not meet project specifications
TEXAS CMT, INC.
DALLAS, TEXAS
(214) 352-6957
REPORT OF 1N-PLACE DENSITY AND MOISTURE OF SOIL
DensiP,' Report No. 2 (205-0123} Method: ASTM D2922 D3017 D698 Pa~e 2 of 2
Client: City of Coppell Material Description Maximmn Oplimum
Project: State Hwy 121 Water Line, WA-01-01 (Lbs/Cugt) Percent
Report Date: May 25, 2005
Required Density (%): Min. 95
Required Moisture (%): -2 to +4 of opt.
2 2' below grade Station 14+00
14 106.8 15.3 95.7
2 1' below grade - Staaon 14+00
15 102.7 15.6 92.0 *
2 Fi~ml lift - Station t4+00
16 96.7 16.4 86.6 *
* Test results do not meet proiect specifications