4.2 - Revision history

Benny.thomas at 04:45, 11 August 2016

2016-08-11T04:45:09Z

←Older revision		Revision as of 04:45, 11 August 2016
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	==Release Notes==		==Release Notes==
	{{:4.2 Release Notes}}		{{:4.2 Release Notes}}
			----

Benny.thomas at 04:32, 11 August 2016

2016-08-11T04:32:58Z

←Older revision		Revision as of 04:32, 11 August 2016
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	==Release Notes==		==Release Notes==
	{{:4.2 Release Notes}}		{{:4.2 Release Notes}}
	~~----~~

Benny.thomas at 01:22, 10 August 2016

2016-08-10T01:22:35Z

←Older revision		Revision as of 01:22, 10 August 2016
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	=====Concrete Specimens Ordering===== Concrete and Masonry Specimens had the potential to appear ordered wrong, when created in QESTField and viewed in QESTLab (either on the test screens or test reports). In addition, in QESTLab, specimens could be added or changed such that they would appear out of order.		=====[[QESTLab:Concrete_testing_-_Specimen_Sorting\|Concrete Specimens Ordering]]===== Concrete and Masonry Specimens had the potential to appear ordered wrong, when created in QESTField and viewed in QESTLab (either on the test screens or test reports). In addition, in QESTLab, specimens could be added or changed such that they would appear out of order.

	To address this problem, specimens created in QESTField will be ordered as follows when created before generating the Specimen IDs:		To address this problem, specimens created in QESTField will be ordered as follows when created before generating the Specimen IDs:

Benny.thomas at 09:00, 8 August 2016

2016-08-08T09:00:18Z

←Older revision		Revision as of 09:00, 8 August 2016
Line 118:		Line 118:
	==Release Notes==		==Release Notes==
	{{:4.2 Release Notes}}		{{:4.2 Release Notes}}
			----

Benny.thomas at 06:59, 8 August 2016

2016-08-08T06:59:12Z

←Older revision		Revision as of 06:59, 8 August 2016
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	==Release Notes==		==Release Notes==
	{{~~QESTLab~~:4.2 ~~QA 1~~}}		{{:4.2 Release Notes}}

Benny.thomas at 00:48, 28 July 2016

2016-07-28T00:48:34Z

←Older revision		Revision as of 00:48, 28 July 2016
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	=====Inclusion of Load No. and Lift No. for US Concrete===== For any Aggregate/Soil Field Density workflow, the Lift No. will now also be available for data entry. It will be found in the Test Location section. <br>		=====Inclusion of [[QESTField:U.S._Concrete_Sample\|Load No.]] and [[QESTField:U.S._Field_Density_-_Common_Functionality#Test_Location\|Lift No.]] for US Concrete===== For any Aggregate/Soil Field Density workflow, the Lift No. will now also be available for data entry. It will be found in the Test Location section. <br>
	The field "Load No", which can be used for entering the 'Load Number' from the concrete truck, has been made available on the Concrete Sample (ASTM/AASHTO) screen (1602). This field is also available for use in Bulk Entry, and for the various concrete workflows in QESTField.		The field "Load No", which can be used for entering the 'Load Number' from the concrete truck, has been made available on the Concrete Sample (ASTM/AASHTO) screen (1602). This field is also available for use in Bulk Entry, and for the various concrete workflows in QESTField.
	~~<BR><BR>~~

	=====[[QESTLab:Concrete_testing_-_measured_density\|Reporting of Density (MPUV) for AU Concrete]]===== Users will be able to conduct Mass per Unit Volume (MPUV) tests in QESTField for the AS1012.5 - 1999 and RMS T303 standards.		=====[[QESTLab:Concrete_testing_-_measured_density\|Reporting of Density (MPUV) for AU Concrete]]===== Users will be able to conduct Mass per Unit Volume (MPUV) tests in QESTField for the AS1012.5 - 1999 and RMS T303 standards.

Benny.thomas at 00:38, 28 July 2016

2016-07-28T00:38:08Z

←Older revision		Revision as of 00:38, 28 July 2016
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	==New Functionality==		==New Functionality==
	===Concrete===		===Concrete===
	=====Concrete Shrinkage Screen and Test Report Redesign===== There will be a new QESTLab Test Screen and Test Report for Concrete Drying Shrinkage, designed to support the 2015 standards AS 1012.8.4 and AS 1012.13. The new screen is split into tabs to better separate the preparing and measurement steps. It includes support for selecting more equipment items, allowing data to be entered for humidity and evaporation rates, transportation history for specimens and other information required by the standards.		=====[[QESTLab:Concrete_Shrinkage\|Concrete Shrinkage Screen and Test Report Redesign]]===== There will be a new QESTLab Test Screen and Test Report for Concrete Drying Shrinkage, designed to support the 2015 standards AS 1012.8.4 and AS 1012.13. The new screen is split into tabs to better separate the preparing and measurement steps. It includes support for selecting more equipment items, allowing data to be entered for humidity and evaporation rates, transportation history for specimens and other information required by the standards.

	The new Concrete Shrinkage Test Report will support the requirements of the standards. When the preparing and measuring laboratories are not the same, it will be possible to produce separate reports for the preparation and the measurement. When one laboratory performs both, the different parts will appear on separate pages.		The new Concrete Shrinkage Test Report will support the requirements of the standards. When the preparing and measuring laboratories are not the same, it will be possible to produce separate reports for the preparation and the measurement. When one laboratory performs both, the different parts will appear on separate pages.

	~~Further documentation can be found here: [[QESTLab:Concrete_Shrinkage\|Concrete Shrinkage (AS)]].~~
	~~<BR><BR>~~

	=====Concrete Batch Plant Inspection Ticket===== This introduces a new QESTLab Test Screen and Test Report to complement the existing QESTField Workflow.		=====[[QESTLab:Batch_Plant_Inspection_Ticket\|Concrete Batch Plant Inspection Ticket]]===== This introduces a new QESTLab Test Screen and Test Report to complement the existing QESTField Workflow.
	The QESTLab Test screen has been created to mimic the existing QESTField Workflows functionality. It will allow the user to enter in details, create and remove mixtures of the three material types (Aggregate, Cementitious Materials and Admixtures), enter in Water details and add comments, which will be included on the report.		The QESTLab Test screen has been created to mimic the existing QESTField Workflows functionality. It will allow the user to enter in details, create and remove mixtures of the three material types (Aggregate, Cementitious Materials and Admixtures), enter in Water details and add comments, which will be included on the report.

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	It is also possible to email a summary of the Inspection Tickets directly from QESTField.		It is also possible to email a summary of the Inspection Tickets directly from QESTField.

	~~Further documentation can be found here: [[QESTLab:Batch_Plant_Inspection_Ticket\|Batch Plant Inspection Ticket]].~~
	~~<BR><BR>~~

	=====Inclusion of Load No. and Lift No. for US Concrete===== For any Aggregate/Soil Field Density workflow, the Lift No. will now also be available for data entry. It will be found in the Test Location section. <br>		=====Inclusion of Load No. and Lift No. for US Concrete===== For any Aggregate/Soil Field Density workflow, the Lift No. will now also be available for data entry. It will be found in the Test Location section. <br>
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	<BR><BR>		<BR><BR>

	=====Reporting of Density (MPUV) for AU Concrete===== Users will be able to conduct Mass per Unit Volume (MPUV) tests in QESTField for the AS1012.5 - 1999 and RMS T303 standards.		=====[[QESTLab:Concrete_testing_-_measured_density\|Reporting of Density (MPUV) for AU Concrete]]===== Users will be able to conduct Mass per Unit Volume (MPUV) tests in QESTField for the AS1012.5 - 1999 and RMS T303 standards.

	On the Field Data phase of the Concrete Workflow a drop down for Measured Density Method has been added. From this drop down the user can select 'None','Enter Final Result', 'Report Final Result' or 'Enter and Report full MPUV Test'. <br>		On the Field Data phase of the Concrete Workflow a drop down for Measured Density Method has been added. From this drop down the user can select 'None','Enter Final Result', 'Report Final Result' or 'Enter and Report full MPUV Test'. <br>
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	</ul>		</ul>

	~~Further documentation can be found here: [[QESTLab:Concrete_testing_-_measured_density\|Measured Density and Mass per Unit Volume Tests]]~~

	=====Concrete Specimens Ordering===== Concrete and Masonry Specimens had the potential to appear ordered wrong, when created in QESTField and viewed in QESTLab (either on the test screens or test reports). In addition, in QESTLab, specimens could be added or changed such that they would appear out of order.		=====Concrete Specimens Ordering===== Concrete and Masonry Specimens had the potential to appear ordered wrong, when created in QESTField and viewed in QESTLab (either on the test screens or test reports). In addition, in QESTLab, specimens could be added or changed such that they would appear out of order.
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	===Publishing===		===Publishing===
	=====Test Report Email Subject===== A new option, "Email Subject Format", has been added in the QEST Administrator Console (accessible via Configuration -> Options -> Publishing -> Email) that gives customers the ability to configure the Subject of the Email when sending Test Reports directly from QESTLab.<br />		=====[[QESTLab_Test_Report_Email_Custom_Subject\|Test Report Email Subject]]===== A new option, "Email Subject Format", has been added in the QEST Administrator Console (accessible via Configuration -> Options -> Publishing -> Email) that gives customers the ability to configure the Subject of the Email when sending Test Reports directly from QESTLab.<br />
	The option lets users configure which database fields appear in the subject line by including the field name within double box brackets.<br />		The option lets users configure which database fields appear in the subject line by including the field name within double box brackets.<br />
	<br />		<br />
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	If an incorrect field or format is entered then the entire Subject will revert to the default value which is, "Test Report <nowiki>[[ReportNo]]</nowiki>"		If an incorrect field or format is entered then the entire Subject will revert to the default value which is, "Test Report <nowiki>[[ReportNo]]</nowiki>"

	~~Further documentation can be found here: [[QESTLab_Test_Report_Email_Custom_Subject\|QESTLab Test Report Email Custom Subject]].~~
	~~<BR><BR>~~

	==Updated Test Methods==		==Updated Test Methods==

Benjamin.riches at 05:45, 26 July 2016

2016-07-26T05:45:37Z

←Older revision		Revision as of 05:45, 26 July 2016
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	\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Fine_Aggregate_.5BAASHTO_T_84_-_13.5D\|AASHTO T 84 - 2013]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Fine_Aggregate_.5BAASHTO_T_84_-_13.5D\|Specific Gravity and Absorption of Fine Aggregate]]		\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Fine_Aggregate_.5BAASHTO_T_84_-_13.5D\|AASHTO T 84 - 2013]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Fine_Aggregate_.5BAASHTO_T_84_-_13.5D\|Specific Gravity and Absorption of Fine Aggregate]]
	\|-		\|-
	\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Coarse_Aggregate_.5BAASHTO_T_85_-_14.5D\|AASHTO T 85 - ~~2013~~]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Coarse_Aggregate_.5BAASHTO_T_85_-_14.5D\|Specific Gravity and Absorption of Coarse Aggregate]]		\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Coarse_Aggregate_.5BAASHTO_T_85_-_14.5D\|AASHTO T 85 - 2014]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Coarse_Aggregate_.5BAASHTO_T_85_-_14.5D\|Specific Gravity and Absorption of Coarse Aggregate]]
	\|-		\|-
	\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Standard_.5BAASHTO_T_99_-_15.5D\|AASHTO T 99 - 2015]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Standard_.5BAASHTO_T_99_-_15.5D\|Proctor - Standard]]		\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Standard_.5BAASHTO_T_99_-_15.5D\|AASHTO T 99 - 2015]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Standard_.5BAASHTO_T_99_-_15.5D\|Proctor - Standard]]

Benjamin.riches at 05:43, 26 July 2016

2016-07-26T05:43:56Z

←Older revision		Revision as of 05:43, 26 July 2016
Line 100:		Line 100:
	{\| border="0"		{\| border="0"
	\|-		\|-
	\| [[QESTLab:Aggregate/Soil_Test_Documents_-_California_Bearing_Ratio#Limerock_Bearing_Ratio_.5BFM_5-515_-_2015.5D\|FM 5-515 - 2015]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_California_Bearing_Ratio#Limerock_Bearing_Ratio_.5BFM_5-515_-_2015.5D\|Limerock Bearing Ratio]]		\| [[QESTLab:Aggregate/Soil_Test_Documents_-_California_Bearing_Ratio#Limerock_Bearing_Ratio_.5BFM_5-515_-_2015.5D\|FM 5-515 - 2015]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_California_Bearing_Ratio#Limerock_Bearing_Ratio_.5BFM_5-515_-_2015.5D\|Limerock Bearing Ratio]]
	\|-		\|-
	\|}		\|}

	=====American Association of State Highway and Transportation Officials ~~(AASHTO) Standards~~=====		=====American Association of State Highway and Transportation Officials=====
	{\| border="0"		{\| border="0"
	\|-		\|-
	\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Fine_Aggregate_.5BAASHTO_T_84_-_13.5D\|AASHTO T 84 - 2013]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Fine_Aggregate_.5BAASHTO_T_84_-_13.5D\|Specific Gravity and Absorption of Fine Aggregate]]		\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Fine_Aggregate_.5BAASHTO_T_84_-_13.5D\|AASHTO T 84 - 2013]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Fine_Aggregate_.5BAASHTO_T_84_-_13.5D\|Specific Gravity and Absorption of Fine Aggregate]]
	\|-		\|-
	\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Coarse_Aggregate_.5BAASHTO_T_85_-_14.5D\|AASHTO T 85 - 2013]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Coarse_Aggregate_.5BAASHTO_T_85_-_14.5D\|Specific Gravity and Absorption of Coarse Aggregate]]		\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Coarse_Aggregate_.5BAASHTO_T_85_-_14.5D\|AASHTO T 85 - 2013]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Coarse_Aggregate_.5BAASHTO_T_85_-_14.5D\|Specific Gravity and Absorption of Coarse Aggregate]]
	\|-		\|-
	\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Standard_.5BAASHTO_T_99_-_15.5D\|AASHTO T 99 - 2015]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Standard_.5BAASHTO_T_99_-_15.5D\|Proctor - Standard]]		\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Standard_.5BAASHTO_T_99_-_15.5D\|AASHTO T 99 - 2015]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Standard_.5BAASHTO_T_99_-_15.5D\|Proctor - Standard]]
	\|-		\|-
	\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Modified_.5BAASHTO_T_180_-_15.5D\|AASHTO T 180 - 2015]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Modified_.5BAASHTO_T_180_-_15.5D\|Proctor - Modified]]		\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Modified_.5BAASHTO_T_180_-_15.5D\|AASHTO T 180 - 2015]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Modified_.5BAASHTO_T_180_-_15.5D\|Proctor - Modified]]
	\|-		\|-
	\|}		\|}

	=====American Society for Testing and Materials (ASTM) Standards=====		=====American Society for Testing and Materials (ASTM) Standards=====
	{\| border="0"		{\| border="0"
	\|-		\|-
	\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Sand_Replacement#In-situ_Density_-_Sand_Cone_Method_.5BASTM_D_1556.5D\|ASTM D 1556 - 2015]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Sand_Replacement#In-situ_Density_-_Sand_Cone_Method_.5BASTM_D_1556.5D\|Sand Cone Method]]		\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Sand_Replacement#In-situ_Density_-_Sand_Cone_Method_.5BASTM_D_1556.5D\|ASTM D 1556 - 2015]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Sand_Replacement#In-situ_Density_-_Sand_Cone_Method_.5BASTM_D_1556.5D\|Sand Cone Method]]
	\|-		\|-
	\|}		\|}


	==Release Notes==		==Release Notes==
	{{QESTLab:4.2 QA 1}}		{{QESTLab:4.2 QA 1}}

Benjamin.riches at 05:42, 26 July 2016

2016-07-26T05:42:53Z

←Older revision		Revision as of 05:42, 26 July 2016
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	=====American Association of State Highway and Transportation Officials (AASHTO) Standards=====		=====American Association of State Highway and Transportation Officials (AASHTO) Standards=====
	{\| border="0"		{\| border="0"
	~~\|[AASHTO T 84 - 2013] \|\| Specific Gravity and Absorption of Fine Aggregate~~
	\|-		\|-
	\|[AASHTO T 85 - 2013] \|\| Specific Gravity and Absorption of ~~Coarse~~ Aggregate		\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Fine_Aggregate_.5BAASHTO_T_84_-_13.5D\|AASHTO T 84 - 2013]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Fine_Aggregate_.5BAASHTO_T_84_-_13.5D\|Specific Gravity and Absorption of Fine Aggregate]]
	\|-		\|-
	\|[AASHTO T 99 - 2015] \|\| Proctor - Standard		\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Coarse_Aggregate_.5BAASHTO_T_85_-_14.5D\|AASHTO T 85 - 2013]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Specific_Gravity#Specific_Gravity_of_Coarse_Aggregate_.5BAASHTO_T_85_-_14.5D\|Specific Gravity and Absorption of Coarse Aggregate]]
			\|-
			\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Standard_.5BAASHTO_T_99_-_15.5D\|AASHTO T 99 - 2015]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Standard_.5BAASHTO_T_99_-_15.5D\|Proctor - Standard]]
			\|-
			\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Modified_.5BAASHTO_T_180_-_15.5D\|AASHTO T 180 - 2015]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Maximum_Dry_Density#Proctor_-_Modified_.5BAASHTO_T_180_-_15.5D\|Proctor - Modified]]
	\|-		\|-
	~~\|[AASHTO T 180 - 2015] \|\| Proctor - Modified~~
	\|}		\|}

	=====American Society for Testing and Materials (ASTM) Standards=====		=====American Society for Testing and Materials (ASTM) Standards=====
	{\| border="0"		{\| border="0"
	\|[ASTM D 1556 - 2015] \|\| Sand-Cone Method		\|-
			\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Sand_Replacement#In-situ_Density_-_Sand_Cone_Method_.5BASTM_D_1556.5D\|ASTM D 1556 - 2015]] \|\| [[QESTLab:Aggregate/Soil_Test_Documents_-_Sand_Replacement#In-situ_Density_-_Sand_Cone_Method_.5BASTM_D_1556.5D\|Sand Cone Method]]
			\|-
	\|}		\|}