ST0004-LR011109l'r~B,~j~tR 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:.~ell Report Distribution: (1) The City of Coppell
Project__ F_reep. ort Park~/ay Pavement ~ 0 0"'~ 4 (1) Quantum Contracting
TMI Report No.: DC01-066-076
Report Date: 11/09/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/12/2001
Slump 5 in max Sampled By Adolph Odiz
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: 971574 Time Batched: 10:20 AM Time Sampled: 11:00 AM
Slump: 4 in Air Content: 2.5 %* Unit Weight: N/A
Concrete Temperature: 84° F Ambient Temperature: 72° F Yardage (c.y.): 10 of 200
Placement Location: Paving repairs - Freeport Parkway gateway
Sample Location: Repair #28
An asterisk (*) appears next to field data which does NOT meet specifications.
Age. Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi) Type
1 FPP10120101 10/19/2001 7 133500 28.27 4720 unbonded cap
1 FPP10120102 11/09/2001 28 151230 28.27 5350 unbonded cap
1 FPP10120103 11/09/2001 28 158840 28.27 5620 unbonded cap
1 FPP10120104 Hold
28 day average 5490
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. ._...~*.~,~ II-J~.O I
~r IkL PETTIT ~
I£RR~-MAR, INC. .
lbo results presented in this report pertain only to the specific items tested, lhis 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.
OIMEM Page I 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.: DC01-066-076
Report Date: 11/09/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/12/2001
Slump 5 in max Sampled By Adolph Ortiz
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: 428 Time Batched: 12:00 PM Time Sampled: 1:25 PM
Slump: 1.5 in Air Content: 3.0 % Unit Weight: N/A
Concrete Temperature: 85° F Ambient Temperature: 79° F Yardage (c.y.): 80 of 200
Placement Location: Freeport Road, W side
Sample Location: Repair #21
Age. Max Load Area Strength Fracture
Set # Cyl#der Test Date (days} (lbs. force) (sq.in.) (psi'~ Type
2 FPP10120105 10/19/2001 7 130900 28.27 4630 unbonded cap
2 FPP10120106 11/09/2001 28 149740 28.27 5300 unbonded cap
2 FPP10120107 11/09/2001 28 149180 28.27 5280 unbonded cap
2 FPP10120108 Hold
28 day average 5290
Norm~ cy~ifider 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~-MAE, INC.
President .~
The results presented in ~is repo~ pekin only to the specific items tested. This repo~ was produced for the exclusive use of the client. Any repr~uction of
this repo,, or any pa, therein, is strictly prohibited without the express written ~nsent of TMI.
Page 2 of 3
'rr~l~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.: DC01-066-076
Report Date: 11/09/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/12/2001
Slump 5 in max Sampled By Adolph Ortiz
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: 438 Time Batched: 2:25 PM Time Sampled: 3:00 PM
Slump: 5.75 in* Air Content: 3.5 % Unit Weight: N/A
Concrete Temperature: n/a Ambient Temperature: 82° F Yardage (c.y.): 169 of 189
Placement Location: Turn lane
Sample Location: Freeport Parkway, turn lane
An asterisk (*) appears next to field data which does NOT meet specifications.
Cyl~der Age, Max Load Area Stren,ath Fracture
Set
Test Date (days~ (lbs. force) (sq.in.) (psi} Type
3 FPP10120109 10/19/2001 7 135900 28.27 4810 unbonded cap
3 FPP10120110 11/09/2001 28 155880 28.27 5510 unbonded cap
3 FPP10120111 11/09/2001 28 157790 28.27 5580 unbonded cap
3 FPP10120112 Hold
28 day average 5550
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. a:~
' 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.