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Hello and welcome to my page.
Test Concrete Report Grid


Let me first announce that this page isn't particularly that useful and I'm almost sorry about that.
{|class="wikitable"
 
! colspan="24" style="font-size:70%" | '''COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS'''
Also I may have used a bit of bad language from time to time but who gives a crap.
|-
 
! colspan="10" style="font-size:70%" | Details of Sampled Concrete 
<Background music starts>
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! colspan="13" style="font-size:70%" | Concrete Specimens and Results
I'd like to thank all the Chinese children who died to make this page happen.
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! align="center" rowspan="4" style="font-size:70%" valign="top" valign="top" | Date & Time <br> Batched <br> Load / Prog. <br> Load
Shigeru Miyamoto, Yoshiaki Koizumi, Takashi Tezuka, Yasunari Nishida, Yoshinori Tanimoto, Hajime Yajima, Daiki Iwamoto, Toshio Iwawaki, Takumi Kawagoe, Yoichi Yamada, Yasuhisa Yamamura, Kenta Usui, Naoki Mori, Yoshiki Haruhana, Makoto Miyanaga, Katsuhiko Kanno, Koji Kondo, Yoji Inagaki, Hideaki Shimizu, Yoshiaki Koizumi, Satoru Takizawa, Masanao Arimoto, Takao Sawano, Hirohito Yoshimoto, Hiroto Yada, Kimiyoshi Fukui, Keizo Kato, Mina Akino, Hiroyuki Yamada, Shigeru Miyamoto, Hiroshi Yamauchi, Shigefumi Hino, Hisashi Nogami, Hideki Fujii, Tomoaki Kuroume, Yusuke Nakano, Wataru Yamaguchi, Yasuhiro Sakai, Kayomi McDonald, Hiroyuki Uesugi
! 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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