ST0004-LR010525TERRAWVIAR GE' CHNICAL, ENVIRONMENTAL AND MATERIALS - 'INEERS
Dli��S FORT WORTH HOUSTON AUSTIN LL , GV/EW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488 -8800 fax: (972) 488 -8080
-- In -Place Soil Moisture /Density Tests by Nuclear Method
Client: The City of Coppell Report Distribution:
Project: Freeport Parkway Pavement
Repair
TMI Report No.: DC01- 066 -002
Report Date: 05/25/2001
Percent Compaction: 95% min
Moisture Content: opt -2% to +4%
Curve No.
7968
Test Method
Material Dasc.rintinn
Date Tested: 05/22/2001
Technician: Walter V. Kirby
ASTM D -698 -B Meridian 5/8" Crushed Granite Base (4 1/2% Cement Added)
optimum Maximum Dry
Moisture % Density pcf
8.5 129.5
fal
Test
Elevation
Ref.
Probe
Percent
Wet Density
Dry Density
Percent
No
or Lift
Location
Curve
Depth
Moisture
(pcf)
(pcf)
Density
Repair #3
1.0
Final
CTB Freeport Pkwy., North bound lane
7968
6"
8.9
136.0
124.9
96.4
Repair #2
2.0
Final
CTB Freeport Pkwy., North bound lane
7968
6"
9.1
142.6
130.7
100.9
Test results on this report meet project specification.
Test Method(s): ASTM D -2922, ASTM D -3017
fl� rff Y t 4 * J11
C4 0
U 0�
d
Gauge: Humboldt Gauge SN: 3139 Std. Density Count: 3858 Std. Moisture Count: 427
ZA
TERRA -MAR, INC. dney D. Castle E.T.
Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TM I.
07SSD Page 1 of 1
TERRAaV1AR GE CHNICAL, ENVIRONMENTAL AND MATERIALS ANEERS
DA+� S FORT WORTH HOUSTON AUSTIN Lu, 4GVIEW
11050Ables Ln., Dallas, Texas 75229 phone: (972) 488 -8800 fax:(972) 488 -8080
-- In -Place Soil Moisture /Density Tests by Nuclear Method
Client: The City of Coppell Report Distribution:
Project: Freeport Parkway Pavement
Repair
TMI Report No.: DC01- 066 -003
Report Date: 05/25/2001
Percent Compaction: 95% min
Moisture Content: opt -2% to +4%
Curve No.
7968
Date Tested: 05/23/2001
Technician: Adrain Hayes
Material Description
Test
No
Elevation
or Lift Location
Ref.
Probe
Percent
Wet Density
Dry Density
Percent
Curve
Depth
Moisture
(pcf)
(pcf)
Density
7968
6"
8.0
134.7
124.7
96.3
7968
6"
6.5
142.6
133.9
103.4
7968
6"
7.7
135.1
125.4
96.8
1.0
2.0
3.0
Final Hold #1 - 20' South
Final Hold #2 - 130' South
Final Hold #3 - 180' South
Test results on this report meet project specification.
Test Method(s): ASTM D -2922, ASTM D -3017
Gauge: Humboldt Gauge SN: 3141 Std. Density Count: 3813 Std. Moistur unt: 41
TERRA -MAR, INC. Kodney D. Castle E.T.
Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
07ssn Page I of I
ASTM D -698 -B Meridian 5/8" Crushed Granite Base (4 1/2% Cement Added) 8.5 129.5r