Gunner P2-LR000720 TERI~&-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D,4LLAS FORT WORTH HOUSTON LONGVIEW .4USTIN
11050 Ables Lane. Dallas. Tt:tas 75229 Phone.'972-488-8800 Fax.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION':
CLIENT: North American Communities Archon Group - Angle Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 7.'20:00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-041A CiD' ofCoppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psis: 3000 Placement Date: 6:20.'00
Slump (in.): 1 - 5 Sampled By: Client
Air Content (%): N-A Weather: N-A
Concrete Temp (:F): N-'A SupplievMix: N.:A
FIELD DATA: SET 1
Ticket ~: N'A Time Batched: N.:A Time Sampled: N A
Slump fin.): N. A Air Content I%): N.-'A Unit Weight {pcf): N-A
Conc. Temp. (:'Fl: N.A Ambient Temp. (:F): N/A Yardage ~c.y.): N-A
Placement Location: Inlet LinE G, Line C and Line E - storm drains
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND (/",.'RE[) PER AS I-M C31, TESTED PER .-\STM C39. CAPPED PER ASTM ('i 231
Set '~ A~e Max Load Area Strentth
~ Cylinder =.' Test Date ~ - Notes
(Days) (lbs) (sq.in) (psi')
062025 6.;27.;00 7 97060 28.27 3430
062026 7.'18/00 28 124810 28.27 4410
06-,0_/ /.'18/00 28 124570 28.27 4410
KAR
062028 Discard
tl '! NORM..\L CYI_INDER SIZE 6" X !2". AREA 28.2'7 _.sq. in.. UNLESS NO'FEI).-\BOVE
~21 UNBONDED (.-\P SYSTEM USED L:NLESS: ~ I-}IERWISE. O ~ ED .&BOX E.
.3~ FIEI.D TESTS ARE PER ..\PPLICABLE ASTM STANDARDS. ("138, (' 143. C1~2. (.'231
Page 1 of 1 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.