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Shane Rowley (Pronounced 'Rol-lee')
Test Concrete Report Grid
BE(Elec, Hons), BMa&CompSc
 
Software Engineer
{|class="wikitable"
! colspan="24" style="font-size:70%" | '''COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS'''
|-
! colspan="10" style="font-size:70%" | Details of Sampled Concrete 
|
! colspan="13" style="font-size:70%" | Concrete Specimens and Results
|-
! align="center" rowspan="4" style="font-size:70%" valign="top" valign="top" | Date & Time <br> Batched <br> Load / Prog. <br> Load
! 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" colspan="4" style="font-size:70%" valign="top" | Grade (MPa)
! 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)
! align="center" rowspan="4" style="font-size:70%" valign="top" | Density <br> (kg/m<sup>3</sup>)
! align="center" colspan="2" style="font-size:70%" valign="top" | Curing
! align="center" rowspan="4" style="font-size:70%" valign="top" | Type <br> of <br> Cap
! align="center" rowspan="4" style="font-size:70%" valign="top" | Date of <br> Test
! align="center" rowspan="4" style="font-size:70%" valign="top" | Age <br> (days)
! align="center" rowspan="4" style="font-size:70%" valign="top" | Strength <br> (MPa)
! align="center" rowspan="4" style="font-size:70%" valign="top" | Marks <br>
! align="center" rowspan="4" style="font-size:70%" valign="top" | Fail <br> Mode
! align="center" rowspan="4" style="font-size:70%" valign="top" | Location and Remarks
|-
! align="center" colspan="3" style="font-size:70%" valign="top" | Agg (mm)
! align="center" colspan="5" 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="8" 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="5" 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="5" 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
! colspan="2" align="center" style="font-size:60%" valign="top" | 110
! align="center" style="font-size:60%" valign="top" | /
! colspan="2" align="center" style="font-size:60%" valign="top" | 110
|}

Latest revision as of 06:57, 31 March 2017

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) 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
Agg (mm) 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 / 110
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