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{|class="wikitable"  
{|class="wikitable"  
! colspan="18" style="font-size:70%" | '''COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS'''
! colspan="22" style="font-size:70%" | '''COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS'''
|-
|-
! colspan="5" style="font-size:70%" | Details of Sampled Concrete   
! colspan="9" style="font-size:70%" | Details of Sampled Concrete   
! colspan="13" style="font-size:70%" | Concrete Specimens and Results
! colspan="13" style="font-size:70%" | Concrete Specimens and Results
|-
|-
Line 17: Line 17:
! align="center" rowspan="4" style="font-size:70%" valign="top" | Truck No. <br> Time Sampled <br> Batch No  
! align="center" rowspan="4" style="font-size:70%" valign="top" | Truck No. <br> Time Sampled <br> Batch No  
! align="center" rowspan="4" style="font-size:70%" valign="top" | Plant Code <br> Docket No <br> Product Code  
! align="center" rowspan="4" style="font-size:70%" valign="top" | Plant Code <br> Docket No <br> Product Code  
! align="center" rowspan="2" style="font-size:70%" valign="top" | Grade (MPa) <br> Agg (mm)
! align="center" colspan="3" rowspan="2" style="font-size:70%" valign="top" | Grade (MPa) <br> Agg (mm)
! align="center" rowspan="2" style="font-size:70%" valign="top" | Air (%) <br> Compact
! align="center" colspan="3" style="font-size:70%" valign="top" | Air (%)  
! align="center" rowspan="4" style="font-size:70%" valign="top" | Specimen <br> Indent.  
! 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)
! align="center" rowspan="2" colspan="2" style="font-size:70%" valign="top" | Dimensions (%) <br> (mm)
Line 31: Line 31:
! align="center" rowspan="4" style="font-size:70%" valign="top" | Location and Remarks
! 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" rowspan="3" style="font-size:70%" valign="top" | Initial <br> (hrs)
! 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" rowspan="3" style="font-size:70%" valign="top" | Std <br> (days)
|-
|-
! align="center" colspan="2" style="font-size:70%" valign="top" | Slump (mm)
! align="center" colspan="6" 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" | Avg. <br> Diameter
! align="center" rowspan="2" style="font-size:70%" valign="top" |  <br> Height
! align="center" rowspan="2" style="font-size:70%" valign="top" |  <br> Height
|-
|-
! align="center" style="font-size:70%" valign="top" | Design
! colspan="3" align="center" style="font-size:70%" valign="top" | Design
! align="center" style="font-size:70%" valign="top" | Measure  
! colspan="3" 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
! rowspan="3" align="center" style="font-size:60%" valign="top" | T1 <br> 13:23 <br> B1
! 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="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
! rowspan="3" align="center" style="font-size:60%" valign="top" | 200 <br> 200 <br> 200
! rowspan="3" align="center" style="font-size:60%" valign="top" | 2000 <br> 2000 <br> 2000
! align="center" style="font-size:60%" valign="top" | 24
! rowspan="3" align="center" style="font-size:60%" valign="top" | 6 <br> 27 <br> 27
! rowspan="3" align="center" style="font-size:60%" valign="top" | R <br> R <br> R
! rowspan="3" align="center" style="font-size:60%" valign="top" | 30/03/10 <br> 13/04/10 <br> 13/04/10
! rowspan="3" align="center" style="font-size:60%" valign="top" | 7 <br> 28 <br> 28
! rowspan="3" align="center" style="font-size:60%" valign="top" | 20.0 <br> 30.0 <br> 30.0
! rowspan="3" align="center" style="font-size:60%" valign="top" |
! rowspan="3" align="center" style="font-size:60%" valign="top" | N <br> N <br> N
! rowspan="3" align="center" style="font-size:60%" valign="top" | ...
|-
! rowspan="2" align="center" style="font-size:60%" valign="top" |
|-
! align="center" style="font-size:60%" valign="top" | 100
! align="center" style="font-size:60%" valign="top" | /
! align="center" style="font-size:60%" valign="top" | 100
! 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
|}
|}

Revision as of 03:05, 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
Compact Initial
(hrs) 		Std
(days)
Slump (mm) Avg.
Diameter
Height
Design Measure
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 		...
100 / 100 110 / 118
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