User:Shane.rowley: Difference between revisions

Revision as of 03:08, 23 March 2010

Shane Rowley (Pronounced Rol-lee)

BE(Elec, Hons), BMa&CompSc

Software Engineer

Test Concrete Report Grid

COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
Details of Sampled Concrete									Concrete Specimens and Results
Date & Time Batched Load / Prog. Load	Truck No. Time Sampled Batch No	Plant Code Docket No Product Code	Grade (MPa) Agg (mm)			Air (%)			Specimen Indent.	Dimensions (%) (mm)		Density (kg/m³)	Curing		Type of Cap	Date of Test	Age (days)	Strength (MPa)	Marks	Fail Mode	Location and Remarks
			Grade (MPa) Agg (mm)			Compact				Dimensions (%) (mm)			Initial (hrs)	Std (days)
			Slump (mm)							Avg. Diameter	Height
			Design			Measure				Avg. Diameter	Height
23/03/10 13:22 6.8/6.8	T1 13:23 B1	Pl1 D1 Pr1	N1 20			1 25H			100A 100B 100C	100 100 100	200 200 200	2000 2000 2000	24	6 27 27	R R R	30/03/10 13/04/10 13/04/10	7 28 28	20.0 30.0 30.0		N N N	...
			N1 20			1 25H
			100	/	100	110	/	110

@@ Line 9: / Line 9: @@
 {|class="wikitable"
-! colspan="22" style="font-size:70%" | '''COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS'''
+! colspan="23" style="font-size:70%" | '''COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS'''
 |-
 ! colspan="9" style="font-size:70%" | Details of Sampled Concrete
+|
 ! colspan="13" style="font-size:70%" | Concrete Specimens and Results
 |-
@@ Line 18: / Line 19: @@
 ! align="center" rowspan="4" style="font-size:70%" valign="top" | Plant Code <br> Docket No <br> Product Code
 ! align="center" colspan="3" rowspan="2" style="font-size:70%" valign="top" | Grade (MPa) <br> Agg (mm)
-! align="center" colspan="3" style="font-size:70%" valign="top" | Air (%)
+! align="center" colspan="4" style="font-size:70%" valign="top" | Air (%)
 ! align="center" rowspan="4" style="font-size:70%" valign="top" | Specimen <br> Indent.
 ! align="center" rowspan="2" colspan="2" style="font-size:70%" valign="top" | Dimensions (%) <br> (mm)
@@ Line 31: / Line 32: @@
 ! align="center" rowspan="4" style="font-size:70%" valign="top" | Location and Remarks
 |-
-! align="center" colspan="3" style="font-size:70%" valign="top" | Compact
+! align="center" colspan="4" style="font-size:70%" valign="top" | Compact
 ! align="center" rowspan="3" style="font-size:70%" valign="top" | Initial <br> (hrs)
 ! align="center" rowspan="3" style="font-size:70%" valign="top" | Std <br> (days)
 |-
-! align="center" colspan="6" style="font-size:70%" valign="top" | Slump (mm)
+! align="center" colspan="7" style="font-size:70%" valign="top" | Slump (mm)
 ! align="center" rowspan="2" style="font-size:70%" valign="top" | Avg. <br> Diameter
 ! align="center" rowspan="2" style="font-size:70%" valign="top" |  <br> Height
 |-
 ! colspan="3" align="center" style="font-size:70%" valign="top" | Design
-! colspan="3" align="center" style="font-size:70%" valign="top" | Measure
+! colspan="4" align="center" style="font-size:70%" valign="top" | Measure
 |-
 ! rowspan="3" align="center" style="font-size:60%" valign="top" | 23/03/10 <br> 13:22 <br> 6.8/6.8
@@ Line 46: / Line 47: @@
 ! rowspan="3" align="center" style="font-size:60%" valign="top" | Pl1 <br> D1 <br> Pr1
 ! rowspan="2" colspan="3" align="center" style="font-size:60%" valign="top" | N1 <br> 20
-! rowspan="2" colspan="3" align="center" style="font-size:60%" valign="top" | 1 <br> 25H
+! rowspan="2" colspan="4" align="center" style="font-size:60%" valign="top" | 1 <br> 25H
 ! rowspan="3" align="center" style="font-size:60%" valign="top" | 100A <br> 100B <br> 100C
 ! rowspan="3" align="center" style="font-size:60%" valign="top" | 100 <br> 100 <br> 100
@@ Line 68: / Line 69: @@
 ! align="center" style="font-size:60%" valign="top" | 110
 ! align="center" style="font-size:60%" valign="top" | /
-! align="center" style="font-size:60%" valign="top" | 118
+! colspan="2" align="center" style="font-size:60%" valign="top" | 110
 |}