ST0004-LR011017~ 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.: DC01-066-075
Report Date: 10/17/2001
Specifications Test Data
Percent Compaction: +95%min Date Tested: 10/10/2001
Moisture Content: opt-2% to +4% Technician: Mohammed A. Kashem
Optimum Maximum Dry
Curve No. Test Method Matedal Description Moisture % Density pcf
8145 ASTM D-698-A Dk Brn Heavy CI - Lime Treated 32.0 85.0
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Retest of:
1.0 Grade test #1, dated 10/08/01 8145 6" 32.2 118.6 89.7 105.5
2.0 Grade test #2, dated 10/08/01 8145 6" 33.4 112.9 84.6 99.5
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler Gauge SN: 5429 Std. Density Count: 2505 Std. Moisture Count: 732
lbo 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 IMI.
O?M£M Page I o£I
l~E~*}~"~l~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVlEW
~1050 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.: DC01-066-067
Report Date: 10/17/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/04/2001
Slump 5 in max Sampled By Kedric Alexander
Air Content 3 % rain 6 % max Weather PT. CLOUDY
Concrete Temperature n/a Supplier/Mix Hanson/7723
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 61 Time Batched: N/A Time Sampled: 10:35 am
Slump: 4 in Air Content: 4.0 % Unit Weight:
Concrete Temperature: 85.5° F Ambient Temperature: 84° F Yardage (c.y.): 20 of 400
Placement Location: Paving South bound Freeport Parkway
Sample Location: Station 13+50
Age, Max Load Area Strength Fracture
Set # Cyl~der Test Date (d,ays) (lbs. force) (sq.in.) (psi'} Type
1 10040101 10/11/2001 7 139520 28.27 4930 unbonded cap
I 10040102 10/11/2001 7 131820 28.27 4660 unbonded cap
1 10040103 11/01/2001 28
I 10040104 11/01/2001 28
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~ pekin only to the specific items tested. This repo~ was produ~d for the exclusive use of the client. Any reproduc~on of
this repo~, or any pa~ therein, is strictly prohibited wi~out the express written ~nsent of TMI.
O~SSD 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
~ ...~ r
----" ---'--- 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.: DC01-066-06g
Report Date: 10/1712001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/05/2001
Slump 5 in max Sampled By Bobby Ratliff
Air Content 3 % min 8 % max Weather CLOUDY
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM 0-231-B
Ticket Number: 7777 Time Batched: 10:30 am Time Sampled: 11:15 am
Slump: 5.5 in* Air Content: 6.0 % Unit Weight:
Concrete Temperature: 84° F Ambient Temperature: 76" F Yardage (c.y.): 10 of 20
Placement Location: South bound Freeport Parkway paving repair
Sample Location: Lot #19
An asterisk (*) appears next to field data which does NOT meet specifications.
Cyl~der Age, Max Load Area Strength Fracture
Set # Test Date (days) (lbs. force) (sq.in.) (psi} Type
1 10050101 10/12/2001 7 122810 28.27 4340 unbonded cap
1 10050102 10/12/2001 7 118330 28.27 4180 unbonded cap
1 10050103 11/02/2001 28
I 10050104 11/02/2001 28
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.
SI ~m~r~id~t
The results presented in ~is repoA pekin only to the specific items tested. This repoA was produ~d for the exclusive use of the client. Any reproduction of
this repo~, or any pa~ therein, is s~ictly prohibited without the express wdtten ~nsent of TMI.
O~SSD Page I of 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.: DC01-066-067
Report Date: 10/17/2001
S_pecifi_cati_ o_~ns ................ Test Data
Strength 4000 psi @ 28 Days Placement Date 10/04/2001
Slump 5 in max Sampled By Kedric Alexander
Air Content 3 % rain 6 % max Weather PT. CLOUDY
Concrete Temperature n/a Supplier/Mix Hanson/7723
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 61 Time Batched: N/A Time Sampled: 10:35 am
Slump: 4 in Air Content: 4.0 % Unit Weight:
Concrete Temperature: 85.5° F Ambient Temperature: 84° F Yardage (c.y.): 20 of 400
Placement Location: Paving South bound Freeport Parkway
Sample Location: Station 13+50
Cyl~der Age. Max Load Area Strength Fracture
Set
Test Date (days) (lbs. force) (sq.in.) (psi] Type
1 10040101 10/11/2001 7 139520 28.27 4930 unbonded cap
1 10040102 10/11/2001 7 131820 28.27 4660 unbonded cap
1 10040103 11/01/2001 28
1 10040104 11/01/2001 28
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.
...... ........
TE - AR, I C. M.
Sr. Vico ~rosid~nt
Tho rosults prosontod in this ropod po~in only to tho spocific itoms tostod. This repo~ was produced for tho oxclusivo uso of tho cliont. Any roproduction of
this ropod, or any pa~ thoroin, is strictly prohibitod without tho oxpross writtoa ~nsont of TMI.
Page I of 1
~-~L~I~R 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.: DC01-066-069
Report Date: 10/17/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/05/2001
Slump 5 in max Sampled By Bobby Ratliff
Air Content 3 % min 6 % max Weather CLOUDY
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 7777 Time Batched: 10:30 am Time Sampled: 11:15 am
Slump: 5.5 in* Air Content: 6.0 % Unit Weight:
Concrete Temperature: 84° F Ambient Temperature: 76° F Yardage (c.y.): 10 of 20
Placement Location: South bound Freeport Parkway paving repair
Sample Location: Lot #19
An asterisk (*) appears next to field data which does NOT meet specifications.
Set # Cyl~,der Age, Max Load Area Strength Fracture
Test Date (days) (lbs. force) (sq.in.) (psi'} Type
I 10050101 10/12/2001 7 122810 28.27 4340 unbonded cap
1 10050102 10/12/2001 7 118330 28.27 4180 unbonded cap
1 10050103 11/02/2001 28
I 10050104 11/02/2001 28
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.
~ ......................... ~-.~
Sr. Vico ~rosidont
Tho rosults prosentod in this ropo~ podain only to tho spocific items tostod, lhis ropo~ was
this repod, or any pa~ thoroin, is strictly prohigitod without tho oxpmss written consont
o~ssD Page 1 of I
~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
1105CAbles 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.: DC01-066-074
Report Date: 10/17/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/09/2001
Slump 5 in max Sampled By Eddie Miller
Air Content 3 % min 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 000312 Time Batched: 10;25 AM Time Sampled: 10:45 AM
Slump: 5 in Air Content: 3.1% Unit Weight: n/a
Concrete Temperature: 85" F Ambient Temperature: 70° F Yardage (c.y.): 20 of 200
Placement Location: Paving, South bound lanes of Freeport Pkwy. at Station 0+10
Sample Location: In crossover lane at Southwest Pkwy.
Cylinder Age, Max Load Area Strength Fracture
Set # Cf Test Date (days) (lbs. force) (sq.in.) (psi~ Type
1 10090101 10/16/2001 7 115360 28.27 4080 unbonded cap
1 10090102 11/06/2001 28
1 10090103 11/06/2001 28
1 10090104 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.
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 repo~, or any part therein, is strictly prohibited without the express written consent of TMt.
1r~J~l¢'~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.: DC01-066-074
Report Date: 10/17/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/09/2001
Slump 5 in max Sampled By Eddie Miller
Air Content 3 % min 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 971512 Time Batched: 1:53 PM Time Sampled: 2:15 PM
Slump: 4 in Air Content: 3.5 % Unit Weight: n/a
Concrete Temperature: 85° F Ambient Temperature: 75° F Yardage (c.y.): 160 of 200
Placement Location: Paving, South bound lane of Freepod Pkwy. at Station 2+40
Sample Location: In median, North of Southwestern Pkwy.
Age, Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi) Type
2 10090105 10/16/2001 7 150390 28.27 5320 unbonded cap
2 10090106 11/06/2001 28
2 10090107 11/06/2001 28
2 10090108 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. ~ Sr. Vi~e President
The results presented in this report pertain only to the specific item~ tested. This report wa~ produced for th~xdu~ive use of ~he client. Any reproduction of
this report, or any pa~ therein, i~ strictly prohibited without the express ~dtten con~ent of T~I.
mSSD Page 2 of 2
~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGWEW
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.: DC01-066-074
Report Date: 10/17/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/09/2001
Slump 5 in max Sampled By Eddie Miller
Air Content 3 % min 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 000312 Time Batched: 10:25 AM Time Sampled: 10:45 AM
Slump: 5 in Air Content: 3.1% Unit Weight: n/a
Concrete Temperature: 85° F Ambient Temperature: 70' F Yardage (c.y.): 20 of 200
Placement Location: Paving, South bound lanes of Freeport Pkwy. at Station 0+10
Sample Location: tn crossover lane at Southwest Pkwy.
Cyl~der Age, Max Load Area Strength Fracture
Set # Test Date (days) (lbs. force) (sq.in.) (psi'} Type
1 10090101 10/16/2001 7 115360 28.27 4080 unbonded cap
1 10090102 11/06/2001 28
1 10090103 11/06/2001 28
1 10090104 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.
....
..
TERRA-MAR, INC.
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.
O~$SD Page I or'2
~ 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.: DC01-066-075
Report Date: 10/17/2001
Specifications ............................... Test Data _
Percent Compaction: +95% min Date Tested: 10/10/2001
Mo sture Content: opt -2% to +4% Technician: Mohammed A. Kashem
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
8145 ASTM D-698-A Dk Bm Heavy CI - Lime Treated 32.0 85.0
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Retest of:
1.0 Grade test #1, dated 10/08/01 8145 6" 32.2 118.6 89.7 105.5
2.0 Grade test #2, dated 10/08/01 8145 6" 33.4 112.9 84.6 99.5
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler Gauge SN: 5429 Std. Density Count: 2505 Std. Moisture Count: 732
I£RR~-~AR,
INC.
Sr. Vi~'e Presiident'
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.
07MEM Page I of I