Category:705 Prestressed Concrete Members for Bridges - Revision history

Smithk: /* 705.3.3 Sample Record */ Per CM, replaced archaic "Automation Section" with AWP MA Sample Record, General

2021-11-24T14:01:07Z

705.3.3 Sample Record: Per CM, replaced archaic "Automation Section" with AWP MA Sample Record, General

← Older revision		Revision as of 09:01, 24 November 2021
Line 40:		Line 40:
	===705.3.3 Sample Record===		===705.3.3 Sample Record===
	====705.3.3.1 Prestressing Strand====		====705.3.3.1 Prestressing Strand====
	The sample record shall be completed in AASHTOWARE Project (AWP), as described in [~~http~~://~~contribute~~.modot.~~mo.gov/business/materials~~/~~pdf~~/~~vol_3~~/~~MMV3CONT~~.~~pdf Automation Section~~], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate template under the Tests tab.		The sample record shall be completed in AASHTOWARE Project (AWP), as described in [https://epg.modot.org/forms/CM/AWP_MA_Sample_Record_General.docx AWP MA Sample Record, General], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate template under the Tests tab.

	====705.3.3.2 Concrete Cylinders====		====705.3.3.2 Concrete Cylinders====
	Test results shall be reported through AWP with the notation, "Specimens submitted for compressive strength at the age indicated and the test results are for informational purposes only".		Test results shall be reported through AWP with the notation, "Specimens submitted for compressive strength at the age indicated and the test results are for informational purposes only".

Smithk: Per CM, removed archaic SiteManager info and replaced with AASHTOWARE info

2021-10-01T16:21:36Z

Per CM, removed archaic SiteManager info and replaced with AASHTOWARE info

← Older revision		Revision as of 11:21, 1 October 2021
Line 40:		Line 40:
	===705.3.3 Sample Record===		===705.3.3 Sample Record===
	====705.3.3.1 Prestressing Strand====		====705.3.3.1 Prestressing Strand====
	The sample record shall be completed in ~~SiteManager~~, as described in [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/MMV3CONT.pdf Automation Section], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate template under the Tests tab.		The sample record shall be completed in AASHTOWARE Project (AWP), as described in [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/MMV3CONT.pdf Automation Section], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate template under the Tests tab.

	====705.3.3.2 Concrete Cylinders====		====705.3.3.2 Concrete Cylinders====
	Test results shall be reported through ~~SiteManager~~ with the notation, "Specimens submitted for compressive strength at the age indicated and the test results are for informational purposes only".		Test results shall be reported through AWP with the notation, "Specimens submitted for compressive strength at the age indicated and the test results are for informational purposes only".

Smithk at 19:58, 18 August 2020

2020-08-18T19:58:50Z

← Older revision		Revision as of 14:58, 18 August 2020
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	\|[http://library.modot.mo.gov/RDT/reports/TRyy0912/or11005.pdf Spalling Solution Precast-Prestressed Bridge Deck Panels, 2010]		\|[http://library.modot.mo.gov/RDT/reports/TRyy0912/or11005.pdf Spalling Solution Precast-Prestressed Bridge Deck Panels, 2010]
	\|-		\|-
	\|'''See also:''' [~~http~~://www.modot.~~gov~~/~~services/OR/byDate.htm Innovation Library~~]		\|'''See also:''' [https://www.modot.org/research-publications Research Publications]
	\|}		\|}
	Prestressed girders are normally inspected at the fabricating plant. Inspection reports will be furnished by the Construction and Materials Division. Pre-stressed girders must be handled and stored in an upright position. Failure to observe pick-up points can cause serious damage to the girder. When pre-stressed girders arrive on the project, they should be checked for shipping or handling damage. Each unit should also be checked against the inspection report. Once girders have been erected forming of the deck and placement of concrete is similar to practices followed for steel structures. The units normally have appreciable camber until the deck is in place.		Prestressed girders are normally inspected at the fabricating plant. Inspection reports will be furnished by the Construction and Materials Division. Pre-stressed girders must be handled and stored in an upright position. Failure to observe pick-up points can cause serious damage to the girder. When pre-stressed girders arrive on the project, they should be checked for shipping or handling damage. Each unit should also be checked against the inspection report. Once girders have been erected forming of the deck and placement of concrete is similar to practices followed for steel structures. The units normally have appreciable camber until the deck is in place.

Smithk: /* 705.3.3.1 Prestressing Strand */

2013-10-10T16:06:03Z

705.3.3.1 Prestressing Strand

← Older revision		Revision as of 11:06, 10 October 2013
Line 40:		Line 40:
	===705.3.3 Sample Record===		===705.3.3 Sample Record===
	====705.3.3.1 Prestressing Strand====		====705.3.3.1 Prestressing Strand====
	The sample record shall be completed in SiteManager, as described in [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/MMV3CONT.pdf Automation Section ~~3510~~], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate template under the Tests tab.		The sample record shall be completed in SiteManager, as described in [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/MMV3CONT.pdf Automation Section], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate template under the Tests tab.

	====705.3.3.2 Concrete Cylinders====		====705.3.3.2 Concrete Cylinders====
	Test results shall be reported through SiteManager with the notation, "Specimens submitted for compressive strength at the age indicated and the test results are for informational purposes only".		Test results shall be reported through SiteManager with the notation, "Specimens submitted for compressive strength at the age indicated and the test results are for informational purposes only".

Smithk: /* 705.3.3.1 Prestressing Strand */ Per CM, updated link

2013-10-10T16:05:46Z

705.3.3.1 Prestressing Strand: Per CM, updated link

← Older revision		Revision as of 11:05, 10 October 2013
Line 40:		Line 40:
	===705.3.3 Sample Record===		===705.3.3 Sample Record===
	====705.3.3.1 Prestressing Strand====		====705.3.3.1 Prestressing Strand====
	The sample record shall be completed in SiteManager, as described in [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/~~AS3510~~.pdf Automation Section 3510], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate template under the Tests tab.		The sample record shall be completed in SiteManager, as described in [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/MMV3CONT.pdf Automation Section 3510], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate template under the Tests tab.

	====705.3.3.2 Concrete Cylinders====		====705.3.3.2 Concrete Cylinders====
	Test results shall be reported through SiteManager with the notation, "Specimens submitted for compressive strength at the age indicated and the test results are for informational purposes only".		Test results shall be reported through SiteManager with the notation, "Specimens submitted for compressive strength at the age indicated and the test results are for informational purposes only".

Smithk: /* 705.3.3.1 Prestressing Strand */ Per CM, updated link to AS 3510

2011-07-05T20:36:01Z

705.3.3.1 Prestressing Strand: Per CM, updated link to AS 3510

← Older revision		Revision as of 15:36, 5 July 2011
Line 40:		Line 40:
	===705.3.3 Sample Record===		===705.3.3 Sample Record===
	====705.3.3.1 Prestressing Strand====		====705.3.3.1 Prestressing Strand====
	The sample record shall be completed in SiteManager, as described in [http://~~wwwi~~/~~intranet~~/cm/~~materials~~/vol_3/AS3510.pdf Automation Section 3510], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate template under the Tests tab.		The sample record shall be completed in SiteManager, as described in [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/AS3510.pdf Automation Section 3510], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate template under the Tests tab.

	====705.3.3.2 Concrete Cylinders====		====705.3.3.2 Concrete Cylinders====
	Test results shall be reported through SiteManager with the notation, "Specimens submitted for compressive strength at the age indicated and the test results are for informational purposes only".		Test results shall be reported through SiteManager with the notation, "Specimens submitted for compressive strength at the age indicated and the test results are for informational purposes only".

Smithk: /* 705.1 Construction Inspections for Sec 705 */ Per Organizational Results, link to reports added

2011-03-08T14:04:13Z

705.1 Construction Inspections for Sec 705: Per Organizational Results, link to reports added

← Older revision		Revision as of 09:04, 8 March 2011
Line 15:		Line 15:
	\|-		\|-
	\|[http://library.modot.mo.gov/RDT/reports/Ri03038/RDT04005.pdf Summary 2004]		\|[http://library.modot.mo.gov/RDT/reports/Ri03038/RDT04005.pdf Summary 2004]
			\|-
			\|'''Precast-Prestressed Bridge Deck Panels'''
			\|-
			\|[http://library.modot.mo.gov/RDT/reports/TRyy0912/or11005.pdf Spalling Solution Precast-Prestressed Bridge Deck Panels, 2010]
	\|-		\|-
	\|'''See also:''' [http://www.modot.gov/services/OR/byDate.htm Innovation Library]		\|'''See also:''' [http://www.modot.gov/services/OR/byDate.htm Innovation Library]

Smithk: /* 705.3.3.1 Prestressing Strand */ updated link

2010-07-01T18:21:25Z

705.3.3.1 Prestressing Strand: updated link

← Older revision		Revision as of 13:21, 1 July 2010
Line 36:		Line 36:
	===705.3.3 Sample Record===		===705.3.3 Sample Record===
	====705.3.3.1 Prestressing Strand====		====705.3.3.1 Prestressing Strand====
	The sample record shall be completed in SiteManager, as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf Automation Section 3510], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.9 Reporting ~~Test Results~~\|Reporting ~~Test Results~~]], are to be included in the report to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate template under the Tests tab.		The sample record shall be completed in SiteManager, as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf Automation Section 3510], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting\|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate template under the Tests tab.

	====705.3.3.2 Concrete Cylinders====		====705.3.3.2 Concrete Cylinders====
	Test results shall be reported through SiteManager with the notation, "Specimens submitted for compressive strength at the age indicated and the test results are for informational purposes only".		Test results shall be reported through SiteManager with the notation, "Specimens submitted for compressive strength at the age indicated and the test results are for informational purposes only".

EPG-Admin: Added Links to Innovation Library.

2009-04-06T18:37:04Z

Added Links to Innovation Library.

← Older revision		Revision as of 13:37, 6 April 2009
Line 1:		Line 1:
	==705.1 Construction Inspections for Sec 705==		==705.1 Construction Inspections for Sec 705==
			{\|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#ffddcc" width="210px" align="right"
			\|-
			\|'''Bridge Repair and Strengthening, PC'''
			\|-
			\|[http://library.modot.mo.gov/RDT/reports/Ri03038/RDT04005.pdf Report 1999]
			\|-
			\|[http://library.modot.mo.gov/RDT/reports/Ri01016/RDT01017a.pdf Report 2001]
			\|-
			\|[http://library.modot.mo.gov/RDT/reports/Ri99041/RDT01013.pdf Report 2001]
			\|-
			\|'''Prestress Concrete, Compressive Strength'''
			\|-
			\|[http://library.modot.mo.gov/RDT/reports/Ri03038/RDT04005.pdf Report 2004]
			\|-
			\|[http://library.modot.mo.gov/RDT/reports/Ri03038/RDT04005.pdf Summary 2004]
			\|-
			\|'''See also:''' [http://www.modot.gov/services/OR/byDate.htm Innovation Library]
			\|}
	Prestressed girders are normally inspected at the fabricating plant. Inspection reports will be furnished by the Construction and Materials Division. Pre-stressed girders must be handled and stored in an upright position. Failure to observe pick-up points can cause serious damage to the girder. When pre-stressed girders arrive on the project, they should be checked for shipping or handling damage. Each unit should also be checked against the inspection report. Once girders have been erected forming of the deck and placement of concrete is similar to practices followed for steel structures. The units normally have appreciable camber until the deck is in place.		Prestressed girders are normally inspected at the fabricating plant. Inspection reports will be furnished by the Construction and Materials Division. Pre-stressed girders must be handled and stored in an upright position. Failure to observe pick-up points can cause serious damage to the girder. When pre-stressed girders arrive on the project, they should be checked for shipping or handling damage. Each unit should also be checked against the inspection report. Once girders have been erected forming of the deck and placement of concrete is similar to practices followed for steel structures. The units normally have appreciable camber until the deck is in place.

Smithk: article construction

2008-02-21T20:16:12Z

article construction

← Older revision		Revision as of 15:16, 21 February 2008
Line 18:		Line 18:
	===705.3.3 Sample Record===		===705.3.3 Sample Record===
	====705.3.3.1 Prestressing Strand====		====705.3.3.1 Prestressing Strand====
	The sample record shall be completed in SiteManager, as described in Automation ~~Sec~~ 3510, and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.9 Reporting Test Results\|Reporting Test Results]], are to be included in the report to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate template under the Tests tab.		The sample record shall be completed in SiteManager, as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf Automation Section 3510], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.9 Reporting Test Results\|Reporting Test Results]], are to be included in the report to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate template under the Tests tab.

	====705.3.3.2 Concrete Cylinders====		====705.3.3.2 Concrete Cylinders====
	Test results shall be reported through SiteManager with the notation, "Specimens submitted for compressive strength at the age indicated and the test results are for informational purposes only".		Test results shall be reported through SiteManager with the notation, "Specimens submitted for compressive strength at the age indicated and the test results are for informational purposes only".