Gunner P2-LR000606 TERRA-MAR, INC. "'
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW .4USTIN
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 o Angle Rawie
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 6:6/00 C.D. Construction - Garreth Campbell
TMI REPORT It: DC00-040-030 CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 5/26/00
Slump (in.): 3 to 5 Sampled By: C. Newton
Air Content {%): 6% Max. Weather: Cloudy
Concrete Temp (°F): 9_5_ Supplier/Mix: TXI / 9505
FIELD DATA: SET # 1
Ticket #: 2647274 Time Batched: 6:57 AM Time Sampled: 7:30 AM
Slump (in.): Y' Air Content {%): ~.7~ Unit Weight (pcf): N:A
Cone. Temp. (:F): 89 Ambient Temp. (:F): ~ Yardage {c.y.): 30 - 300
Placement Location: Bnilding,~l
Sample Location: East side o£building
Remarks: Informed Contractor of low air content.
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C61':'
Set # Age Max Load Area Strength
Cylinder # Test Date Notes
1 (Days) (lbs) (sq.in) (psi)
052601 6/2/00 7 80390 28.27 2840
052602 6/23/00 28
052603 6/23/00 28
052604 Hold
(1) NORMAL CYLINDER SIZE 0" X 12% AREA 28.27 sq. m.. UNLESS NOTED ABOVE.
(2) UNBONDED ('AP SYSTEM USED. TYPE A~CONE~ FRACTURE UNLESS OTHERWISE NOTED: B ~CONE-SPI_IT}: ('(CONE-SHEAR):
D t SHEAR): E (("OLUMNAR~
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C143. C1~2. C231
Additional Distribution:
Don Matlock - Fax: 972-906-0608
Page I of 3 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.
TERRA-~IAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTI:V
11050.4bles Lane. Dallas. T~:ras 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angie Rawie
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 6..'6..'00 C.D. Consu'uction - Garreth Campbell
TMI REPORT #: DC00-040-030 City,. ofCoppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 5/26/00
Slump (in.): 3 to 5 Sampled By: C. Newton
Air Content (%): 6% Max. Weather: Cloudy
Concrete Temp (:F): ~ Supplier/Mix: TXI / 9505
FIELD DATA: SET # 2
Ticket #: 2647896 Time Batched: 12:05 PM Time Sampled: 12:30 PM
Slump (in.): q'_' Air Content (%): 1.5 Unit Weight !pct): N..A
Conc. Temp. (:F):. 88 Ambient Temp. {=F):. ,'_,"x Yardaoe= (c.y.): 270 of 300
Placement Location: Building #1
Sample Location: West side of Building
Remarks: Informed Contractor of low air content.
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39, CAPPED PER ASTM ('{~', 7
Set # Cvlinder# Test Date Age Max Load Area Strength
2 ' (Days) (lbs) (sq.in) (psi) Notes
052605 ~/2/00 7 86850 28.27 3070
052606 t3/23/00 28
052607 13/23/00 28
052608 Hold
(I) NORIVlAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. m., UN[.ESS NOTED ABOVE
(2) UNBONDED (.'AP SYSTEM USED, TYPE A~CONE) FRACTURE UNLESS OTHERWISE NOTED: B ~CONE-SPLIT~: (?iCONE-SHEAR);
D (SHEAR); E (('OLUMNAR'~
(3) FIELD TESTS .-\RE PER APPLICABLE ASTM STANDARDS: ('138. C143, C172. ¢'2-":
Additional Distribution:
Don Matlock - Fax: 972-906-0608
sd Garry .Dry ~./~/~
Page 2 o£ 3 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.
'~' XERRA-NIAR, INC. '-~
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGI/[EW AUSTIN
110.50,4bles Lane. Dallas. Texas 7.5229 Phone:972-458-8800 Fax:972-455-$080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angle Rawie
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 6.-6,00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-030 City of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 5/26/00
Slump (in.): 3 to 5 Sampled By: C. Newton
Air Content (%): 6".'0 Max. Weather: Cloudy
Concrete Temp (°F): ~ Supplier/Mix: TXI / 9505
FIELD DATA: SET # 3
Ticket #: 3648004 Time Batched: 1:00 PM Time Sampled: 1:30 PM
Slump (in.): 6'-- Air Content i%): 1.75 Unit Weight (pcB: N."A
Conc. Temp. (:'F): 90 Ambient Temp. I°F): '73 Yardage (c.y.~: 310 of 320
Placement Location: Building
Sample Location: West side of building
Remarks: Informed Contractor of low air content.
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C617
Age Max Load Area Strength
Set # Cylinder ff Test Date (Days) (lbs) (sq.in) (psi)
3 ' ~ Notes
052609 6/2/00 7 73910 28.27 2610
052610 6/23/00 28
052611 6/23/00 28
052612 Hold
(I) NORMAL CYLINDER SIZE O" X 12". AREA 28.27 sq. in.. UNLESS NOTED ABOVE
(2) UNBONDED CAP SYSTEM USED. TYPE A~£'ONE~ FRACTURE UNLESS OTHERWISE NOTED. B ~CONE-SPI_IT,; ('ICONE-SHEAR);
D {SHEAR): E ~('OLt ~MNAR)
(3) FIELD TESTS ARE PER APPLICABLE ASTM S'FANDARDS: CI38. C;43.('172. C23l
Additional Distribution:
Don Matlock - Fax: 972-906-0608
Page 3 of 3 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 test~.