ST0004-LR011024~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN L ONGVIEW
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: (1) The City of Coppell
Project: Freeport Parkway Pavement
Repair
TMI Report No.: DC01-066-081
Report Date: 10/24/2001
specifications Test Data
Percent Compaction: +95% min Date Tested: 10/19/2001
Moisture Content: opt -2% to +4% Technician: Mohammed A. Kashem
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
7968 ASTM D-698-B Meridian 5/8" Crushed Granite Base (4 1/2% Cement Added) 8.5 129.5
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf} (pcs Density
SB Freeport Parkway-
1.0 Grade at hole g4 7968 6" 7.4 142.6 132.8 102.5
2.0 Grade at hole # 7968 6" 6.5 140.2 131.6 101.6
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
~O~ M. ~E~IT
Gauge: Troxler Gauge SN: 5429 Std. Densi~ Count: 2530 Std. Moisture Count: ~ ~
TER~-MAR, INC. /~/S~ ~. ~e,it, ~.k.
Sr. Vice President
The results presented in this repod pedain only to the spedfic items tested. This repo~ was produced for the exclusive use of the client. Any reproduction of
this repo~, or any pa~ therein, is stdcfly prohibited without the express written ~nsent of TMI.
Page I ot'l
~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
? ~ - Concrete Compression Test Report
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement (1) Quantum Contracting
Repair
TMI Report No.: DC01-066-079
Report Date: 10/24/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/17/2001
Slump 5 in max Sampled By Mohammed A. Kashem
Air Content 3 % rain 6 % max Weather CLEAR
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 971717 Time Batched: 7:30 AM Time Sampled: 8:30 AM
Slump: 3.5 in Air Content: 4.0 % Unit Weight: N/A
Concrete Temperature: 60° F Ambient Temperature: 52° F Yardage (c.y.): 80 of 180
Placement Location: Paving at south bound Freeport Parkway
Sample Location: at Hole ¢33, 110' N from Air Line N
Age, Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) Obs. force) (sq.in.) (psi'~ Type
1 10170101 10/24/2001 7 120890 28.27 4280 unbonded cap
I 10170102 11/14/2001 28
1 10170103 11/14/2001 28
1 10170104 Hold
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
~. SCOTT M. PE"i~'IT
'.~'"'~ ............. -.---I
TERRA-MAR, INC. /S c~! v'Mic~ Ppreetti,~d enPt. E.
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 pad therein, is strictly prohibited without the express written consent of TMI.
OIMEM Page 1 of[
~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
_--- .- - Concrete Compression Test Report
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement (1) Quantum Contracting
Repair
TMI Report No.: DC01-066-078
Report Date: 10/24/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/17/2001
Slump 5 in max Sampled By Kedric Alexander
Air Content 3 % min 6 % max Weather CLEAR
Concrete Temperature n/a SuppliedMix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 971741 Time Batched: 10:15 AM Time Sampled: 10:50 AM
Slump: 3 in Air Content: 4.0 % Unit Weight: N/A
Concrete Temperature: 83° F Ambient Temperature: 81.9° F Yardage (c.y.): 160 of 180
Placement Location: Paving Freeport Parkway
Sample Location: Hole #33, North end
Cylinder Age. Max Load Area Strength Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (psFJ Type
I 10170101 10/24/2001 7 129650 28.27 4580 unbonded cap
I 10170102 11/14/2001 28
1 10170103 11/14/2001 28
1 10170104 Hold
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TER -MAR, INC.
The results presented in this repo~ pe~ain only to ~e specific items tested. This repo~ was produced for the exclusive use of the client. Any reproduc~on of
this repo~, or any pa~ therein, is s~ictly prohibited without the express wri~en consent of TMI.
Page I or' 1
~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
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: (1) The City of Coppell
Project: Freeport Parkway Pavement
Repair
TMI Report No.: DC01-066-081
Report Date: 10/24/2001
Specifications Test Data
Percent Compaction: +95% rain Date Tested: 10/19/2001
Moisture Content: opt -2% to +4% Technician: Mohammed A. Kashem
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
7968 ASTM D-698-B Meridian 5~8" Crushed Granite Base (4 1/2% Cement Added) 8.5 129.5
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pct') (pcf) Density
SB Freeport Parkway-
1.0 Grade at hole #4 7968 6" 7.4 142,6 132.8 102.5
2.0 Grade at hole # 7968 6" 6.5 140.2 131.6 101.6
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
~F~-" ......
Troxler Gauge SN: 5429 Std. Density Count: 2530 Std. Moisture Count: ~ /
Gauge:
Sr. Vice ~rosidont
The results presentod in this ropo~ pe~ain only to the specific items tostod. This report was producod for tho exclusive use of the diont.
this ropo~, or any pa~ thoroin, is strictly prohibited without the oxpross wdtton consent of
O*MEM Page 1 of 1
~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
_--- - Concrete Compression Test Report
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement (1) Quantum Contracting
Repair
TMI Report No.: DC01-066-079
Report Date: 10/24/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/17/2001
Slump 5 in max Sampled By Mohammed A. Kashem
Air Content 3 % min 6 % max Weather CLEAR
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 971717 Time Batched: 7:30 AM Time Sampled: 8:30 AM
Slump: 3.5 in Air Content: 4.0 % Unit Weight: N/A
Concrete Temperature: 60° F Ambient Temperature: 52° F Yardage (c.y.): 80 of 180
Placement Location: Paving at south bound Freepor[ Parkway
Sample Location: at Hole #33, 110' N from Air Line N
Age. Max Load Area Stren.qth Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi~ Type
1 10170101 10/24/2001 7 120890 28.27 4280 unbonded cap
I 10170102 11/14/2001 28
I 10170103 11/14/2001 28
1 10170104 Hold
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
L*.../..
SCOTT
~ M. PETTIT' ~[
TERRA-MA", 'NC. ~/ //S C~J! V~ic.e Pp reet t Jl~d e nP[ E.
The results presented Jn 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.
OIMEM Page 1 of I
~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
?; - Concrete Compression Test Report
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement (1) Quantum Contracting
Repair
TMI Report No.: DC01-066-078
Report Date: 10/24/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/17/2001
Slump 5 in max Sampled By Kedric Alexander
Air Content 3 % min 6 % max Weather CLEAR
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 971741 Time Batched: 10:15 AM Time Sampled: 10:50 AM
Slump: 3 in Air Content: 4.0 % Unit Weight: N/A
Concrete Temperature: 83° F Ambient Temperature: 81.9° F Yardage (c.y.): 160 of 180
Placement Location: Paving Freeport Parkway
Sample Location: Hole #33, North end
Set # Cyl~der Age. Max Load Area Strenc~th Fracture
Test Date (days) (lbs. force) (sq.in.) (psi} Type
1 10170101 10/24/2001 7 129650 28.27 4580 unbonded cap
I 10170102 11/14/2001 28
1 10170103 11/14/2001 28
I 10170104 Hold
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
~e~eee~e eeeeeee~e~ee~e ee
TERRA-MAR, INC.
Tho rosults prosented in this report po~ain only to the spocific itoms tested. This report was produced for tho exclusive uso o~ tho cliont. Any reproduc~on of
this ropo~, or any part therein, is strictly prohibitod without tho oxpress wdtton consent of
Page I of l