Gunner P2-LR000811 TlgO. OO,.-~LkO., INC.
GEOTECHNICA,~ ENVIRONMENT.~d~ AND MATEPa.4LS ENGINEERS
D,4LLAS FORT WORTH HOUSTON LONGVIEW .4USTL¥
11050 Ables Lane. Dallas. Texas 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: 8.'I 1.-'00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-068 CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 8."1-00
Slump (in.): 4 - 6 Sampled By: E. Jennings
Air Content ( %): N.:A Weather: (Tlear
Concrete Temp (:F): N. A Supplier. Mix: TXI
FIELD DATA: SET #1
Ticket #: 2697180 Time Batched: 4:23 AM Time Sampled: 5:20 AM
Slump (in.): fi Air Content (%): N-'A Unit Weight {,pcf): N."A
Conc. Temp. (CF): 85 Ambient Temp. (':F): 78 Yardage {c.y. }: 70 ¢.v.
Placement Location: Middle of slab ~13, 20' from N. side of slab
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
(5'YLiNDERS 5,1OLDED .&ND CURED PER ASTM t~31. '['ES'rED PER ASTM (739. CA['PED PER .-\S'I 5,1 (5'1231
Set # Age Max Load Strength
Cylinder # Test Date )flea (sq.in) Notes
1 (Days) (lbs) (psi)
080101 8/8."00 7 82120 28.27 2900
080102 8/29/00 28
080103 8..."29;00 28
IC4~R
080104 Hold
(1 .~ NORMAL CYLINDER SIZE 6" X 12", AREA 28.2.7 sq. ;n., UNLESS NOTED ABOVE.
(2) UNBONDED CAP SYS'[EM USED UNLESS OTHERWISE NOTE[) ABOVE.
(3) FIELD TESTS ARE PER APPt, ICABLE ASTM STANDARDS: C138. C143. C172. C231
'
Page 1 of 4 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.
TERIL4-3IAR. I5 C.
GEOTECHNICA. ~LNVIRONMENTAL AND MATE~ .~S ENGINEERS
DALLAS FORT WORTH HOUSTON LONG~TEW .4U'STIN
11050.4hies Lane. Dallas. Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONC~TE INSPECTION AND COMPASSION TEST REPORT
DIST~BUTION:
CLIENT: North American Co--unities Archon Group - Angie Rawe
PROJECT: Kamngton Apa~ents North American Co--unities - Kurt Heinbecker
~PORT DATE: 8.-'I 1-00 C.D. Const~ction - Garreth Campbell
TSR ~PORT ~: DC00-040-068 CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
S~ength (psi): 3000 Placement Date: 84 09
Slump (in.): 4 - 6 Sampled By: E. Jennings
Air Content (%): N:A Weather: (:lear
Concrete Temp [:F): N:A Supplier:Mix: TXI
FIELD DATA: SET ~2
Ticket ~: 2697307 Time Batched: 6:07 AM Time Sampled: 6:57 AM
Slump (in.): fi Air Content (%): N.A Unit Weight (pcfl:
Conc. Temp. (~F): ~ Ambient Temp. ~F): ~ Yardage (c.y.): 180 c.y.
Placement Location: West end of slab ~13 - 30' t~om SW comer
Sample Location:
Rem~ks: '7 day co~ressive strength test indicates that the 28 day s~ength may be marginal.
CONC~TE COMPASSION TEST ~SULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM ('1231
Set ~ Age Max Load Strength
Cylinder ~ Test Date Area (sq.in) Notes
2 (Days) (lbs) (psi)
080105 8/8/00 7 54020 28.27 1910'
080106 8/29/00 28
080107 8/29/00 28
~R
080108 Hold
(I .~ NOILMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. :n.. UNLESS NOTED ABO\-'E
t2} UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
~.3'~ FIELD TESTS ARE ['ER .-\PPI.!CABLE ASTM ST.\NDARDS. ('i38. C143. CI72. C23~
. . ~
Page ~t. of 4 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.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONG~'IEW AUSTIN
11050 Ables Lane. Dalla& Texas 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: 8.'11-00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-068 Ci~' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (.psi): 3000 Placement Date: 8.-'1.-'00
Slump (in..): 4 - 6 Sampled By: E. Jennings
O
Air Content (..a'l: N A Weather: Clear
Concrete Temp (:F): ,N-'A Supplier.-Mix: TXI
FIELD DATA: SET #3
Ticket .~: 2697409 Time Batched: 7:09 AM Time Sampled: 8:30 AM
Slump (in.): _6 Air Content ~%1: N.'A Unit Weight Ipcf): N-"A
Conc. Temp. (:F): 8._9.0 Ambient Temp. i:F): ~ Yardage (c.y.'.k 280 c.y.
Placement Location: East end ofslba #13 - 15' from NE comer
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
('YLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. (?APPED PER ASTM C I23~
Set # Age Max Load Strength
3 Cylinder .~ Test Date (Days) (lbs) Area (sq.in) (psi) Notes
080109 8..-'8/00 7 69680 28.27 2460
080110 8/29/00 28
080111 8.'29:'00 28
KAR
080112 Hold
(1) NORMAL CYLINDER SIZE 0" X 12", .AREA 28.27 sq. :n., UNLESS NOTED ABOVE.
~2) UNBONDED CAP SYSTEM USE[) UNLESS O-I-!IERWISE NOTED ABOVE.
~3) FIEI_D TESTS ARE I ER Al PLI('..\BLE ASTM STAND.-\RDS' (.7138. ('!43. CI ~2, C23i
Page 3 of 4 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.
GEOTECHNICA,~ ENVIRONMENTAL AND MATERa~LS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050.4bles Lane, Dallas. Texas 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: 8."I 1.00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-068 CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 8-1 '00
Slump (in.): 4 - 6 Sampled By: E. Jennings
Air Content {%12 N.-A Weather: Clear
Concrete Temp (=F): N.-A Supplier.'Mix: TXI
FIELD DATA: SET #4
Ticket ~: 2697670 Time Batched: 9:15 AM Time Sampled: 10:05 AM
Slump (in.): 5 Air Content (%): N.A Unit Weight fpct): N.-'A
Conc. Temp. ~':F): 9(.~) Ambient Temp. (~F): 88 Yardage lc.3'. I: 350 c.y.
Placement Location: South end of pad -~13 garage, approximately 10' from South center
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYI.INDERS MOLDED .AND (' L'RED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C'12)~
Set ~ Age Max Load Strength
4 Cylinder :~ Test Date (Days) (lbs) Area (sq.in) (psi) Notes
080109 8;8/00 7 68660 28.27 2430
080110 8;29/00 28
080111 8/29/00 28
KAR
080112 Hold
t i ) NOR3,-IAL CYLINDER SIZE 6" X i 2", AREA 28.2~ sq. :n.. UNI.ESS NOTED ABOVE.
(2'i UNBONDED ('AP SYSTEM USED UNLESS OTHER\VISE NOTED ABOVE.
(3~ FIELD TESTS ARE PER ..\PPI_ICABLE ASTM STANDARDS. 12'138. C~43. C172.12'231
' .~ Dr.v,~~
~d Gary D.
Page 4 of 4 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.