Northlake College-LR071116
K L E I N F E L D E R
2211 Century Center Blvd., Suite 101, Irving, Texas 75062
972-870-0808 Metro 972-953-0398 Fax 972-870-0802
4x8 CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT
TO: Dallas County Community College Dist. PROJECT: North Lake College, N Campus
1505 South Lamar, Suite 1015 W Sandy Lake Road @ SH 121
Dallas, Texas 75215 PROJECT NO: 87015
REPORT DATE: 11/16/2007
TECHNICIAN: J. Mayo REPORT NO: 107068
I CONCRETE FOR: Piers C-0.5, 0-0.5 and F-0.5 I
CYLINDER AGE DATE DATE AVG. CYLINDER . CYLINDER ' FRACTURE I TOTAL I COMPRESSIVE
MARK DAYS CAST TESTED DIAMETER, IN. AREA,IN.2 TYPE LOAD, LBS STRENGTH, PSI
-
107068A 7 10/19/07 10/26/07 4.01 12.63 5 34,860 ~)
107068B 28 10/19/07 11/16/07 4.00 12.57 5 57,290 4,56
107068C 28 10/19/07 11/16/07 4.00 12.57 5 61,440 0
1070680 HOLD 10/19/07 HOLD
SUPPLIER: Southern Star AVERAGE 28 DAY STRENGTH: 4,725
MIX DESIGN: DOOOOOO07781 28 DAY STRENGTH REQUIREMENT: 3,000
ADDITIONAL INFORMATION IF MADE BY KLEINFELDER:
ACTUAL SPECIFIED I
TRUCK NO. : 26 SLUMP: 5.875
TICKET NO. : 1117100 AIR TEMP. : 85
ACCUMULATED YDS : 20 of 28 MIX TEMP. : 89
TIME CAST: 5:26 PM AIR CONTENT: N/A
TIME IN TRUCK: 34min WATER ADDED (gal) : 5
WEATHER: Clear UNIT WEIGHT: N/A
:
FRACTURE TYPES:
1 Reasonably well-formed cones on both ends, less than 1 in. (25 mm) of cracking through caps.
2 Well-formed cone on one end, vertical cracks running through caps, no well-defined cone on other end.
3 Columnar vertical craCking through both ends, no well-formed cones.
4 Diagonal fracture with no craCking through ends; tap with hammer to distinguish from Type 1.
5 Side fractures at top or bottom (occur commonly with unbonded caps).
6 Simil.., In TvnA <; hul Ann nf ,"vlinnA' io. nninlAn
NOTES: . Compressive strengths determined in accordance with ASTM C39. . Cross-sectional area, diameter and length are standard unless otherwise noted.
. Portions of the information contained in this report have been furnished by others. . Cylinders cured in laboratory in accordance with ASTM C31 unless
otherwise noted.' Unbonded caps utilized in accordance with ASTM C1231 unless otherwise noted. Because of the violent release of energy stored in pads.
the broken cylinder rarely exhibits conical fracture typical of capped cylinders and the sketches of types of fracture in Test Method C39 are not descriptive.
. Samples taken in accordance with ASTM Cl72 where practicable. . When applicable, the following test procedures were used: Slump ASTM C143;
Unit Weight ASTM C138; Air Content ASTM C173/ C231; Temperature ASTM C1064
Reports to:
Starling Richardson Const.; Altn: Eric Stanaland (eps@starlingrichardson.com) KLEINFELDER
Starling Richardson Const.; Altn: Andy Munoz (amunoz@starlingrichardson.com) ~r&
DCCCD Bond Office; Altn: Brenda Spinelli (brenda.spinelli@dcccd.edu)
DCCCD Bond Office; Altn: James Williams Games.williams@dcccd.edu)
DCCCD Bond Office; Attn: Mike Daniels (mike.daniels@dcccd.edu) ~oel pet~rs, P.E. ,
Jacobs; Altn: Andrea Stogner (Andrea.stogner@jacobs.com)
Jacobs; Altn: Jennifer Blount (Jennifer.blount@jacobs.com)
1- City of Coppell; Altn: Larry Davis
1- City of Coppell; Altn: Lee Stone
The ,esults shown on this report are fa, the exclusive use of the client fa, whom they were obtained and apply only to the samples tested and/or inspected. They are not intended to be
indicative of the qualities of apparently identical products. The use of our name must receive prior written approval. Reports must be reproduced in their entirety.