ST0004-LR011030~ 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.: DC01-066-082
Report Date: 10/30/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/23/2001
Slump 5 in max Sampled By Bobby Ratliff
Air Content 3 % min 6 % max Weather PT. CLOUDY
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
i ..... ?~i' ...... ~ ....
Ticket Number: 598 Time Batched: 5:17 PM Time Sampled: 5:50 PM
Slump: 7.25 in* Air Content: 4.0 % Unit Weight: N/A
Concrete Temperature: 80° F Ambient Temperature: 76° F Yardage (c.y.): 10 of 130
Placement Location: Paving, south bound Freeport Parkway
Sample Location: #32
An asterisk (*) appears next to field data which does NOT meet specifications.
Cylipder Age. Max Load Area Strength Fracture
Set
Test Date (daysl (lbs. force) (sq.in.) (psi) Type'
1 10230101 10/30/2001 7 125120 28.27 4420 unbonded cap
1 10230102 11/20/2001 28
1 10230103 11/20/2001 28
1 10230104 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, ,NC. / ~c~!v~c.ePpreet:ii~ePr~.
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.
Page ! 0£2
~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVlEW
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.: DC01-066-082
Report Date: 10/30/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/23/2001
Slump 5 in max Sampled By Bobby Ratliff
Air Content 3 % min 6 % max Weather PT. CLOUDY
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 971873 Time Batched: 7:30 AM Time Sampled: 8:30 AM
Slump: 4.5 in Air Content: 5.0 % Unit Weight: N/A
Concrete Temperature: 86° F Ambient Temperature: 74° F Yardage (c.y.): 10 of 30
Placement Location: Paving, south bound Freeport Parkway
Sample Location: #29
Cylinder Age, Max Load Area Strength Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (psi} Type
2 10230105 10/30/2001 7 109450 28.27 3870 unbonded cap
2 10230106 11/20/2001 28
2 10230107 11/20/2001 28
2 10230108 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 repod pedain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this repod, or any pa~ therein, is strictly prohibited without the express wriEen consent of TMI.
~ 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: Th,~ ~ihx pf ("hr_~ __ Report Distribution: (1) The City of
Coppell
(1) Quantum Contracting
Project: ~"~reeport Pa rkv~]y~t~ement
TMI Report ~C01-066-064
Report Date: 10/30/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/02/2001
Slump 5 in max Sampled By Michael Bell
Air Content 3 % min 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Hanson/
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 821191 Time Batched: 7:14 am Time Sampled: 7:55 am
Slump: 4.5 in Air Content: 3.8 % Unit Weight: n/a
Concrete Temperature: 78° F Ambient Temperature: 65° F Yardage (c.y.): 40
Placement Location: Paving, South bound Freeport Pkwy.
Sample Location: Between Station 17+00 & Station 17+10
Cylinder Age Max Load Area Strength Fracture
Set
Test Date (days) (lbs. force) (sq.in.) (psi} Type
1 10020101 10/09/2001 7 150680 28.27 5330 unbonded cap
1 10020102 10/09/2001 7 151580 28.27 5360 unbonded cap
1 10020103 10/30/2001 28 179570 28.27 6350 unbonded cap
1 10020104 10/30/2001 28 184860 28.27 6540 unbonded cap
28 day average 6450
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.
.....
Tho rosults presented in this repo~ po~ain only to tho spocific items tostod. This repo~ was produced for tho exclusive use of
this mpo~, or any pa~ therein, is strictly prohibited without the oxpross writton consent of
Page 1 of 3
~ 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
_=- - 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.: DC01-066-064
Report Date: 10/30/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/02/2001
Slump 5 in max Sampled By Michael Bell
Air Content 3 % min 6 % max Weather Cldar
Concrete Temperature n/a Supplier/Mix Hanson/
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 821208 Time Batched: 9:15 am Time Sampled: 9:50 am
Slump: 4.5 in Air Content: 4.3 % Unit Weight: n/a
Concrete Temperature: 80° F Ambient Temperature: 74° F Yardage (c.y.): 119
Placement Location: Paving, South bound Freeport Pkwy.
Sample Location: Station 15+75 to Station 15+85
Cylinder Age, Max Load Area Strength Fracture
Set
Test Date (days) (lbs. force) (sq.in.) (psi'~ Type
2 10020105 10/09/2001 7 136770 28.27 4840 unbonded cap
2 10020106 10/09/2001 7 135810 28.27 4800 unbonded cap
2 10020107 10/30/2001 28 162270 28.27 5740 unbonded cap
2 10020108 10/30/2001 28 166730 28.27 5900 unbonded cap
28 day average 5820
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.
.....
Tho rosults prosontod in this ropo~ pe~ain only to the spocific itoms tosted, lhis report was produced for
this ropo~, or any pa~ thomin, is strictly pmhibitod without tho oxpmss writton consont of
Page 2 of 3
~ 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.: DC01-066-064
Report Date: 10/30/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/02/2001
Slump 5 in max Sampled By Michael Bell
Air Content 3 % min 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Hanson/
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 971405 Time Batched: 11:38 am Time Sampled: 12:05 pm
Slump: 4 in Air Content: 4.5 % Unit Weight: n/a
Concrete Temperature: 79° F Ambient Temperature: 81 o F Yardage (c.y.): 218 of 250
Placement Location: South bound Freeport Pkwy.
Sample Location: Station 14+40 to Station 14+50
Cylinder Age, Max Load Area Strength Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (psi} Type
3 10020109 10/09/2001 7 122980 28.27 4350 unbonded cap
3 10020110 10/09/2001 7 116560 28.27 4120 unbonded cap
3 10020111 10/30/2001 28 152840 28.27 5410 unbonded cap
3 10020112 10/30/2001 28 150940 28.27 5340 unbonded cap
28 day average 5380
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. Scott M. Pettit, P.E.
Sr. Vice President
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.
Page 3 of 3