Optimum Moisture ASTM D698-78. Field Density. AASHTO T191, T204,. T238.
100% of Maximum. Density. One per 500' horizontally,. ASTM D1556,. D2937, ...
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NVZR 11-0070
Appendix G: TESTING SERVICES: 1.
Contractor will appoint and employ services of an independent firm to perform testing. Contractor shall include such services in the Base Bid.
2.
A certified written report of each inspection, test or similar service shall be submitted by the independent firm to Government Contracting Officer and IAP representative, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents. The Government will not accept any project or part thereof until successful test results have been submitted.
3.
Re-testing required because of non-conformance to specified requirements shall be performed by the same independent firm on instructions by Government Contracting Officer. The Contractor will not receive additional compensation for any retests.
4.
Inspections and Testing will be in accordance with:
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NVZR 11-0070 SUGGESTED TESTING REQUIREMENTS
ITEM EMBANKMENT
TEST
IDENTIFICATION REQUIREMENT S
Maximum Density AASHTO T99 Optimum Moisture ASTM D698-78 Field Density AASHTO T191, T204, T238 ASTM D1556, D2937,D2922 UTILITY TRENCH Maximum Density AASHTO T99 BACKFILL UNDER Optimum Moisture ASTM D698-78 ROADWAYS AND Field Density AASHTO T191, T204, T238 STRUCTURES ASTM D1556, D2937, D2922 BACKFILL OF Maximum Density AASHTO T99 STRUCTURES Optimum Moisture ASTM D698-78 Field Density AASHTO T191, T204, T238 ASTM D1556, D2937, D2922 STABILIZED Bearing Values FL DOT LBR SUBGRADE Maximum Density AASHTO T160 Optimum Moisture ASTM D1557 Field Density AASHTO T191, T238 Thickness ASTM D1556, D2922 BASE Bearing Values FL DOT LBR Maximum Density AASHTO T180 Optimum Moisture ASTM D1557 Thickness, AASHTO T191, T238 Field Density ASTM D1556, D2922 Gradation, FL DOT Atterberg Limits CONCRETE Slump Test AASHTO T119-82 ASTM C143 Compressive AASHTO T23-80 Strength Cylinders ASTM C31-69 Air Content AASHTO T199-82 ASPHALTIC Aggregate Analysis FL DOT CONCRETE Design Mix FL DOT Bitumen Content AASHTO T164 FL DOT Modified Gradation FL DOT Stability/Flow Field Density ASTM 02950-81 Properties of Material- Asphalt In-Place Material Institute MS-2 Thickness FL DOT
FREQUENCY
N/A
Per soil type
100% of Maximum Density AASHTO T-99
One per 500' horizontally,
N/A
(1) Per soil type
100% of Maximum Density AASHTO T-99
*
N/A 100% of Maximum Density AASHTO T-99
Per soil type Each lift, but not to
Minimum of 40 LBR N/A
One per material type ** One per material type
alternating lifts (1')
exceed 1' vertically
98% of Maximum Density ** AASHTO T-180 FL DOT 100% LBR One per source N/A One per source 98% of Maximum Density AASHTO T-180 ** FL DOT One per source FL DOT
One per set of cylinders
N/A FL DOT FL DOT FL DOT FL DOT
One set of three cylinders for 100 cubic yards or fraction thereof FL DOT One per design One per type One per day
FL DOT
One per day
95% of Lab Density FL DOT Table 331-2
** One per day
FL DOT
**
* Tests shall be located no more than 200' apart. Tests shall be performed on each lift, except that tests shall not be further apart than one foot vertical. Field Densities shall be taken over all road crossings. Field Densities for sanitary lines shall be staggered to include results over service laterals. ** Tests shall be located no more than 200' apart. There shall be no less than one test per street / parking area.
