PA0101-LR021118Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
1'1050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-027
Report Date: 11/18/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppetl (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 11/08/2002
Slump 4 in max Sampled By Adolph Ortiz
Air Content 6 % max Weather ClearNVindy
Concrete Temperature n/a Supplier/Mix Lattimore Materials/863
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 6185278 Time Batched: 10:41 am Time Sampled: 11:30 am
Slump: 4 in Air Content: 3.5 % Unit Weight: n/a
Concrete Temperature: 68° F Ambient Temperature: 70° F Yardage (c.y.): 14 of 42
Placement Location: Hike & bike trails
Sample Location: Shady Brown Park, Coppell Trail #4, Station 9+00
Age. Max Load Area Strength Fracture
Set # Cyl#der Test Date (daysJ (lbs. force) (sq.in.) (psf~ Type
1 cpt11080201 11/15/2002 7 88400 28.27 3130
I cptl 1080202 12/06/2002 28
1 cptl 1080203 12/06/2002 28
1 cpt11080204 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.
unbondedcap
TERRA-MAR, ,NC. '~ /prUojie~c~-M~aU~la~rer /' //
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 sthctly prohibited without the express wdtten consent of TMI.
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Client:
Project:
TMI Report No.:
Report Date:
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
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
DC02-115-016
11/18/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 10/18/2002
Slump 4 in max Sampled By Attef Abushakra
Air Content 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix Lattimore Materials/864
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3152146 Time Batched: 9:49 am Time Sampled: 10:39 am
Slump: 3 in Air Content: 4.0 % Unit Weight: n/a
Concrete Temperature: 75° F Ambient Temperature: 70° F Yardage (c.y.): 10 of 60
Placement Location: Paving, Jogging & Biking Trail
Sample Location: Station 00+60
Age Max Load Area Strength Fracture
Set # Cyl#der Test Date (days) (lbs. force) (sq.in.) (pm) Type
I cpt10180201 10/25~002 7 115430 26.27 4080 unbonded cap
I cpt10180202 11/15/2002 28 156010 28.27 5520 unbonded cap
1 cpt10180203 11/15/2002 28 156380 28.27 5530 unbonded cap
28 day average 5530
Normal cylinder size: 6"x 12"
Field and laboratory tests by TM.I are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA-MAR, 'NC. ¢" ' ~ -/ prMojiekc~ MFaU~la~rer
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 wdtten consent of TML
Pag~ I ot'l