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Marshbank Construction 5/9/2016
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Marshbank Construction 5/9/2016
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Entry Properties
Last modified
5/4/2018 9:23:23 AM
Creation date
5/20/2016 10:28:35 AM
Metadata
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Template:
Contracts
Contractor's Name
Marshbank Construction
Approval Date
5/9/2016
Council Approval Date
4/16/2016
Department
Public Works
Department Project Manager
Ryan Sass
Subject / Project Title
41st St to W Marine View Dr Corridor Imprvts
Public Works WO Number
PW 3472
Tracking Number
0000049
Total Compensation
$2,758,753.00
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Marshbank Construction 1/25/2017 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
MARSHBANK CONSTRUCTION 3/26/2018 Change Order 3
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Marshbank Construction 6/26/2017 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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I <br /> I <br /> 1 Carbon Black ASTM D 4218 2 percent minimum <br /> 2 Specific Gravity ASTM D 792 1.08 ± 0.04 I 3 Tensile Strength ASTM D 638 <br /> 4 at yield 8,700 ± 1,450 psi <br /> 5 Melt Flow Rate ASTM D 1238 0.37 ± 0.16 ounces/10 min. III6 <br /> 7 Block connectors for block courses without geogrid reinforcement shall be <br /> 8 glass fiber reinforced high-density polyethylene (HDPE) conforming to the <br /> 9 following minimum material specifications: <br /> I <br /> 10 <br /> 11 Property Specification Value <br /> 12 HDPE ASTM D 1248 <br /> I <br /> 13 Type III Class A Grade 5 68 ± 3 percent <br /> 14 Fiberglass Content ASTM D 2584 30 ± 3 percent <br /> 15 Carbon Black ASTM D 4218 2 percent minimum I 16 Specific Gravity ASTM D 792 1.16 ± 0.06 <br /> 17 Tensile Strength ASTM D 638 <br /> 18 at yield 8,700 ± 725 psi <br /> 19 Melt Flow Rate ASTM D 1238 0.11 ± 0.07 ounces/10 min. <br /> 20 <br /> 21 `6l1 rablaRd I 22 Construction Requirements <br /> 23 <br /> 24 604 ;}S ° -t)'G <br /> 25 Section 6-13.3 is supplemented with the following: I <br /> 26 <br /> 27 F03 „ •,O T3 G°;, ;, I 28 (August 3, 2015) <br /> 29 Concrete Block Faced Structural Earth Wall <br /> 30 Concrete block faced structural earth walls shall be constructed of only one of the <br /> I <br /> 31 following wall systems. The Contractor shall make arrangements to purchase the <br /> 32 concrete blocks, soil reinforcement, attachment devices, joint filler, and all necessary <br /> 33 incidentals from the source identified with each wall system: I 34 <br /> 35 Allan Block Wall <br /> 36 Allan Block Wall is a registered trademark of the Allan Block Corporation <br /> I <br /> 37 <br /> 38 Allan Block Corporation <br /> 39 7424 W 78th Street <br /> 40 Bloomington, MN 55439 <br /> I <br /> 41 (800) 899-5309 <br /> 42 FAX (952) 835-0013 <br /> 43 www.allanblock.com I 44 <br /> 45 Redi-Rock Positive Connection System <br /> 46 Redi-Rock Positive Connection System is a registered trademark of Redi-Rock I 47 International, LLC <br /> 48 <br /> 49 Redi-Rock International, LLC I 50 05481 US 31 South <br /> 41s`STREET TO WMVD FREIGHT <br /> I <br /> CORRIDOR IMPROVEMENTS <br /> FED AID#STPUL-9931(012);PW#3472 SP-92 February 10,2016 <br />
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