Aggregate Optimization Chart MIX ID''S: DDD0K7E7 and DDD0K7E9 Production Gradation Report PLANT #: P-36 Contractor: Sample Date: 6/5/17 Concrete Grade: DM Dates Test Represents: 6/5/2017 to 6/11/2017 MDOT No.: Agg. Class Pit # Source Weight (SSD) ft3
SECTION 304 DIVISION 300-- BASE COURSES SECTION 304 -- AGGREGATE BASE COURSE Description 1.1 This work shall consist of furnishing and placing base courses on a previously prepared subgrade or course as shown on the plans or as ordered. 1.2 This work shall also include raising the grade of the edge of the roadway shoulders with crushed aggregate as shown
Aggregate Optimization Chart Production Gradation Report PLANT #: P-101 Contractor: Sample Date: 4/19/21 Concrete Grade: P1M Dates Test Represents: 4/20/2021 through 4/26/2021 MDOT No.: Agg. Class Pit # Source Weight (SSD) ft3Specific Gravity %
Modified Concrete Mixtures: Major Changes Optimized aggregate is required when using a pump: Except tremies and drilled shafts Outlined on the 2 nd to last paragraph on page 6 QC testing performed for Air lost will now be tested according to the QC
Aggregate Optimization Chart Production Gradation Report PLANT #: P-32 Contractor: Sample Date: 8/12/19 Concrete Grade: S2M Dates Test Represents: 8/13/2019 through 8/19/2019 MDOT No.: Agg. Class Pit # Source Weight (SSD) ft3Specific Gravity %
Dates Test Represents: 7/17/2018 through 7/23/2018 MDOT No.: Agg. Class Pit # Source Weight (SSD) ft3 Specific Gravity % Contribution 6AA 58-003 Stoneco 1475 8.79 2.69 49.2 26A 58-003 Stoneco 370 2.20 2.69 12.4 2NS 38-046 Chelsea 1150 6.95 2.65
MDOT Leadership is committed to a culture of innovation to optimize engineering solutions. The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below. Engineers, in1. ...
· Optimized Aggregate spreadsheet. A spreadsheet tool to check compliance of 4.13, Optimized Aggregate Gradation, of the Materials Quality Assurance Procedures (MQAP) Manual. Portland Cement Concrete PWL Worksheet. The Percent Within Limits (PWL) Spreadsheet is a tool to determine price adjustments based on PWL analysis from 12SP 604b-11.
Product. Choose Product MDOT Class IIIA Limestone Sand Wayne County Porous Grade B Sand Wayne County Class II Sand Wayne County 6AA Surge Slide Safe Seepage Bedding Stone Screened Topsoil Peastone OH #9 Washed OH #9 OH #8 OH #6/57 OH #467 OH #411 OH #4 OH #304 OH #2 Off Load Concrete Natural Landscape Boulders Mixed Limestone Base MDOT RIP RAP ...
Aggregate Optimization Chart MIX ID''S: DDS257E7 and DDS257E8 Production Gradation Report PLANT #: P-38 Contractor: Sample Date: 2/20/17 Concrete Grade: S2M Dates Test Represents: 2/20/2017 to 2/26/2017 MDOT No.: Agg. Class Pit # Source Weight (SSD) ft3
Aggregate Optimization Chart MIX ID''S: DDS257E7 and DDS257E8 Production Gradation Report PLANT #: P-102 Contractor: Sample Date: 4/9/18 Concrete Grade: S2M Dates Test Represents: 4/9/2018 to 4/16/2018 MDOT No.: Agg. Class Pit # Source Weight (SSD) ft3
Aggregate Optimization Chart Production Gradation Report PLANT #: P-101 Contractor: Sample Date: 4/26/21 Concrete Grade: P1M Dates Test Represents: 4/27/2021 through 5/3/2021 MDOT No.: Agg. Class Pit # Source Weight (SSD) ft3Specific Gravity %
G&B-106 Relative Moisture Test for Nuclear Gauge (3/15) G&B-107 Excel Spreadsheet for Computing D60/D10 for Drainable Bases Specs 2212 and 3136 (2/16) G&B-108a Riprap Gradation D85 and FHWA Hydraulic Toolbox (4/19) G&B-108b Riprap Gradation Wolman Method (4/19) G&B-109b Acceptance of Riprap Material (5/19) DCP - 200.