FDOT Emergency Travel Alert: For information on the current situation, please visit the following
page - 
State Materials Office
Note: The below Independent Assurance Checklists, which are sorted by test method, are provided as Adobe Acrobat PDF files that require the free Acrobat Reader Software. All files range in size from 10KB to 100KB.
|
Title |
Procedure Checklist |
Equipment Checklist |
|---|---|---|
|
Quality Systems Manual |
||
|
AASHTO R-18: Quality Systems Manual |
AASHTO R-018 (P) |
ASTM C-511 (E) |
|
Data Review Checklist |
Checklist (P) |
N/A |
|
Qualification: Aggregate Base Testing |
||
|
Dry Preparation of Disturbed Soil and Soil Aggregate Samples for Test |
AASHTO R-058 (P) |
AASHTO R-058 (E) |
|
Particle Size Analysis of Soils |
AASHTO T-088 (P) |
AASHTO T-088 (E) |
|
Liquid Limit of Soils |
AASHTO T-089 (P) |
AASHTO T-089 (E) |
|
Plastic Limit and Plasticity Index of Soils |
AASHTO T-090 (P) |
AASHTO T-090 (E) |
|
Moisture-Density Relations of Soils Using a 2.5kg or 5.5lb Rammer and a 305mm or 12in Drop |
AASHTO T-099 (P) |
AASHTO T-099 (E) |
|
Sampling Aggregates |
FM 1-T002 (P) |
N/A |
|
Moisture-Density Relations of Soils Using a 4.54kg or 10lb Rammer and a 457mm or 18in Drop |
FM 1-T180 (P) |
FM 1-T180 (E) |
|
Reducing Aggregate Samples to Testing Size |
FM 1-T248 (P) |
FM 1-T248 (E) |
|
Qualification: Aggregate Field Testing Technician |
||
|
Dry Preparation of Disturbed Soil and Soil Aggregate Samples for Test |
AASHTO R-058 (P) |
AASHTO R-058 (E) |
|
Organic Impurities in Fine Aggregate for Concrete |
AASHTO T-021 (P) |
AASHTO T-021 (E) |
|
Sieve Analysis of Fine and Coarse |
AASHTO T-027 (P) |
AASHTO T-027 (E) |
|
Liquid Limit of Soils |
AASHTO T-089 (P) |
AASHTO T-089 (E) |
|
Plastic Limit and Plasticity Index of Soils |
AASHTO T-090 (P) |
AASHTO T-090 (E) |
|
Clay Lumps and Friable Particles in Aggregate |
AASHTO T-112 (P) |
AASHTO T-112 (E) |
|
Total Moisture Content of Aggregate by Drying |
AASHTO T-255 (P) |
AASHTO T-255 (E) |
|
Sampling Aggregates |
FM 1-T002 (P) |
N/A |
|
Total Materials Finer than 75-μm (No. 200) Sieve |
FM 1-T011 (P) |
FM 1-T011 (E) |
|
Reducing Aggregate Samples to Testing Size |
FM 1-T248 (P) |
FM 1-T248 (E) |
|
Qualification: Aggregate Laboratory |
||
|
Specific Gravity and Absorption of Fine Aggregate |
FM 1-T084 (P) |
FM 1-T084 (E) |
|
Specific Gravity and Absorption of Coarse Aggregate |
FM 1-T085 (P) |
FM 1-T085 (E) |
|
Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine |
FM 1-T096 (P) |
FM 1-T096 (E) |
|
Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine |
FM 3-C535 (P) |
FM 3-C535 (E) |
|
Qualification: Aggregate Testing Technician |
||
|
Organic Impurities in Fine Aggregate for Concrete |
AASHTO T-021 (P) |
AASHTO T-021 (E) |
|
Sieve Analysis of Fine and Coarse |
AASHTO T-027 (P) |
AASHTO T-027 (E) |
|
Total Moisture Content of Aggregate by Drying |
AASHTO T-255 (P) |
AASHTO T-255 (E) |
|
Sampling Aggregates |
FM 1-T002 (P) |
N/A |
|
Total Materials Finer than 75-μm (No. 200) Sieve |
FM 1-T011 (P) |
FM 1-T011 (E) |
|
Reducing Aggregate Samples to Testing Size |
FM 1-T248 (P) |
FM 1-T248 (E) |
|
Qualification: Asphalt Paving Level I |
||
|
Rolling Straight Edge |
FM 5-509 (P) |
FM 5-509 (E) |
|
Qualification: Asphalt Plant Level I |
||
|
Gyratory Compaction |
AASHTO T-312 (P) |
AASHTO T-312 (E) |
|
Mechanical Analysis of Extracted Aggregate |
FM 1-T030 (P) |
FM 1-T030 (E) |
|
Bulk Specific Gravity |
FM 1-T166 (P) |
FM 1-T166 (E) |
|
Sampling Bituminous Paving Materials |
FM 1-T168 (P) |
FM 1-T168 (E) |
|
Maximum Specific Gravity of Bituminous Paving Mixtures |
FM 1-T209 (P) |
FM 1-T209 (E) |
|
Asphalt Content by Ignition Oven |
FM 5-563 (P) |
FM 5-563 (E) |
|
Qualification: Concrete Field Technician Level I |
||
|
Making and Curing Concrete Test Specimens in the Field |
ASTM C-031 (P) |
ASTM C-031 (E) |
|
Density Unit Weight Yield and Air Content Gravimetric of Concrete |
ASTM C-138 (P) |
ASTM C-138 (E) |
|
Slump of Hydraulic Cement Concrete |
ASTM C-143 (P) |
ASTM C-143 (E) |
|
Sampling Freshly Mixed Concrete |
ASTM C-172 (P) |
ASTM C-172 (E) |
|
Air Content of Freshly Mixed Concrete by the Volumetric Method |
ASTM C-173 (P) |
ASTM C-173 (E) |
|
Air Content of Freshly Mixed Concrete by Pressure Method |
ASTM C-231 (P) |
ASTM C-231 (E) |
|
Temperature of Freshly Mixed Portland Cement Concrete |
ASTM C-1064 (P) |
ASTM C-1064 (E) |
|
Water Cementitious Ratio |
FM 5-501 (P) |
N/A |
|
Qualification: Concrete Laboratory Technician Level I and Level II |
||
|
Making and Curing Concrete Test Specimens in the Field |
N/A |
ASTM C-031 (E) |
|
Compressive Strength of Cylindrical Concrete Specimens |
ASTM C-039 (P) |
ASTM C-039 (E) |
|
Flexural Strength |
ASTM C-078 (P) |
ASTM C-078 (E) |
|
Capping Cylindrical Concrete Specimens |
ASTM C-617 (P) |
ASTM C-617 (E) |
|
Use of Unbonded Caps for Concrete Cylinders |
ASTM C-1231 (P) |
ASTM C-1231 (E) |
|
Qualification: Earthwork Inspection Level I |
||
|
Density of Soils in Place by the Nuclear Method |
FM 1-T238 (P) |
FM 1-T238 (E) |
|
Determination of Moisture Content by Means of a Calcium Carbide Gas Pressure Moisture Tester Speedy Method |
FM 5-507 (P) |
FM 5-507 (E) |
|
Reporting Test Results in the QC/VT Density Record System |
N/A |
|
|
Qualification: Earthwork Inspection Level II |
||
|
Thickness Determination in Soil-Aggregate Bases Procedure Checklist |
FM 5-534 (P) |
N/A |
|
Qualification: LBR Technician |
||
|
Moisture-Density Relations of Soils Using a 2.5kg or 5.5lb Rammer and a 305mm or 12in Drop |
AASHTO T-099 (P) |
AASHTO T-099 (E) |
|
Laboratory Determination of Moisture Content of Granular Soils By Use of a Microwave Oven |
ASTM D-4643 (P) |
N/A |
|
Moisture-Density Relations of Soils Using a 4.54Kg or 10lb Rammer and a 457mm or 18in Drop |
FM 1-T180 (P) |
FM 1-T180 (E) |
|
Lime Rock Bearing Ratio |
FM 5-515 (P) |
FM 5-515 (E) |
|
Qualification: Qualified Sampler |
||
|
Sampling Aggregates |
FM 1-T002 (P) |
N/A |
|
Reducing Aggregate to Testing Size |
FM 1-T248 (P) |
FM 1-T248 (E) |
