Special_Project_Specifications.docx
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- North 49 Aggregate Supply & Haul Federal contract opportunity
- Solicitation number
- 129AC719Q0052
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Specifications
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North 49 Aggregate Supply and Haul Contract Special Project Specifications Table of Contents
| Table of Contents | 1 |
| 151 - Mobilization | 2 |
| 170 - Develop Water Supply and Watering | 3 |
| 171 - Weed and Disease Prevention | 4 |
| 703 - Aggregate | 6 |
| 703.05 Subbase, Base, Surface Course, and Screened Aggregate. | 6 |
| 703.10(e) Flakiness Index. | 10 |
| 703.10(i) Adherent Coating. | 10 |
151 - Mobilization 151.03_nat_us_08_05_2005
151.03 Payment
Mobilization is considered an indirect cost of this contract and will not be compensated as a separate work item.
170 - Develop Water Supply and Watering 170.00_nat_us_03_30_2005 Description
170.01 This work consists of developing an acceptable water supply, furnishing, hauling, and applying water.
Construction Requirements
170.03 Development of Supply & Access. Develop water supplies and access to the water supplies as required. Use designated water sources or other approved water sources. Before using non-designated water sources, obtain all necessary permissions, water rights, and permits.
170.04 Equipment. Provide mobile watering equipment with watertight tanks of known capacity. Provide for positive control of water application from the driver’s position.
170.05 Application. Apply water uniformly without ponding or washing.
171 - Weed and Disease Prevention 171.00_nat_us_03_30_2005 Description
171.01 This work consists of washing and treating construction equipment to remove seeds, plants, and plant fragments from the equipment before the equipment is used on National Forest System lands.
Construction Requirements
171.03 General . Notify the CO in writing at least 15 days before moving any construction equipment onto National Forest System lands. Construction equipment does not include cars, pickup trucks, and other vehicles that regularly travel between the construction site and areas outside of National Forest System lands.
Perform all work at a location designated on the plans or other locations approved in writing. Provide the CO with an opportunity to monitor the washing and inspection.
171.04 Equipment. Use a high pressure washing system.
For work on National Forest System lands, use a washing system that traps all wash water and either stores it for removal from National Forest System lands or recycles the water for continued use. If the equipment recycles the water, provide adequate filters for seed removal. Dispose of the filter material and removed seeds in an approved manner. Do not mix soaps, detergents, or other chemicals with the wash water.
For work at a commercial washing facility, use an approved facility.
171.05 Washing. Wash the sides, tops, and undercarriages of all construction equipment. Remove all seeds, plants, plant fragments, dirt, and debris from the construction equipment.
171.06 Inspection. Inspect the washed construction equipment, including the undercarriage, to ensure that the washing removed the dirt, debris, and seeds from the construction equipment. Rewash the construction equipment as necessary or as directed.
171.07 Acceptance. Weed prevention will be evaluated under Subsection 106.02.
Measurement
171.08 Do not measure weed prevention for payment.
Payment
171.09 Include all costs associated with the Section 171-Weed Prevention in the unit price for Section 151-Mobilization.
703 - Aggregate 703.05_nat_us_08_14_2009 Delete 703.05 and replace with the following:
703.05 Subbase, Base, Surface Course, and Screened Aggregate.
(a) Subbase or base aggregate. Furnish hard, durable particles or fragments of crushed stone, crushed slag, or crushed gravel conforming the following:
| (1) Gradation | Table 703-2 |
| (2) Liquid limit, AASHTO T 89 | 25 max. |
| (3) Plastic limit, AASHTO T 90 | Nonplastic |
| (4) Los Angeles abrasion, AASHTO T 96 | 40% max. |
| (5) Sodium sulfate soundness loss (5 cycles), | 12% max. |
AASHTO T 104
| (6) Durability index (coarse), AASHTO T 210 | 35 min. |
| (7) Durability index (fine), AASHTO T 210 | 35 min. |
| (8) Fractured faces, ASTM D 5821 | 50% min. |
(9) Free from organic matter and lumps or balls of clay
Do not use material that breaks up when alternately frozen and thawed or wetted and dried.
Obtain the aggregate gradation by crushing, screening, and blending processes as necessary. Fine aggregate, material passing the No. 4 sieve, shall consist of natural or crushed sand and fine mineral particles.
(b) Surface course aggregate. Furnish hard, durable particles or fragments of crushed stone, crushed slag, or crushed gravel conforming the following:
| (1) Gradation | Table 703-3 |
| (2) Liquid limit, AASHTO T 89 | 35 max. |
(3) Plastic Index, AASHTO T 90
| a) If the percent passing the No. 200 sieve is less than 12% | 2 to 9 | ||
| b) If the percent passing the No. 200 sieve is greater than 12% | Less than 2 | ||
| (4) Los Angeles abrasion, AASHTO T 96 | 40% max. | ||
| (5) Sodium sulfate soundness loss (5 cycles), | 12% max. |
AASHTO T 104
| (6) Durability index (coarse), AASHTO T 210 | 35 min. |
| (7) Durability index (fine), AASHTO T 210 | 35 min. |
| (8) Fractured faces, ASTM D 5821 | 75% min. |
(9) Free from organic matter and lumps or balls of clay
Do not use material that breaks up when alternately frozen and thawed or wetted and dried.
Do not furnish material that contains asbestos fibers.
Obtain the aggregate gradation by crushing, screening, and blending processes as necessary. Fine aggregate, material passing the No. 4 sieve, shall consist of natural or crushed sand and fine mineral particles.
(c) Screened aggregate – Furnish hard, durable particles or fragments of stone, slag, or gravel conforming the following:
| (1) Gradation | Table 703-16 | |||
| (2) Plastic Index, AASHTO T 90 | Less than 9 | |||
| (3) Los Angeles abrasion, AASHTO T 96 | 55% max. |
(4) Free from organic matter and lumps or balls of clay.
Do not use material that breaks up when alternately frozen and thawed or wetted and dried.
Obtain the aggregate gradation by crushing, screening, and blending processes as necessary.
Delete Table 703-2 and replace with the following:
Table 703-2 Target Value Ranges for Subbase and Base Gradation
| Percent by Mass Passing Designated Sieve (AASHTO T 27 and T 11) |
| Grading Designation |
| E (Base) |
| 62 – 90 (6) |
| 36 – 74 (6) |
| 12 – 26 (4) |
| 4.0 – 7.0 (3) |
( ) The value in the parentheses is the allowable deviation () from the target values..
D (Base)
| 100 |
| 86 – 100 (6) |
| 51 – 82 (6) |
| 36 – 64 (6) |
| 12 – 26 (4) |
| 4.0 – 7.0 (3) |
C (Base)
| 80 – 100 (6) |
| 64 – 94 (6) |
| 40 – 69 (6) |
| 31 – 54 (6) |
4.0 –7.0 (3)
B (Subbase)
| 100 |
| 97 – 100 |
40 – 60 (8)
4.0 – 12.0 (4)
| A (Subbase) |
| 100 |
| 97 – 100 |
65 – 79 (6)
45 – 59 (7)
| 28 – 42 (6) |
| 9 – 17 (4) |
| 4.0 – 8.0 (3) |
| Sieve Size |
| 2½ inch |
| 2 inch |
| 1½ inch |
| 1 inch |
| 3/4 inch |
| 1/2 inch |
| 3/8 inch |
| No. 4 |
| No. 40 |
| No. 200 |
Delete Table 703-3 and replace with the following:
Table 703-3 Target Value Ranges for Surface Gradation
| Percent by Mass Passing Designated Sieve (AASHTO T 27 and T 11) |
| Grading Designation |
| U |
| 71 – 90 (6) |
| 50 – 68 (7) |
| 34 – 51 (6) |
| 19 – 30 (5) |
| 8.0 – 15.0 (4) |
( ) The value in the parentheses is the allowable deviation () from the target values.
If the plasticity index (PI) is greater than 0, the TV range for the No. 200 sieve size is 8-12 (4).
T
71 – 91 (6)
| 43 – 60 (7) |
| 30 – 46 (6) |
| 16 – 28 (5) |
| 8.0 – 15.0 (4) |
| S |
| 100 |
| 72 – 92 (6) |
| 51 – 71 (6) |
| 36 – 53 (7) |
| 26 – 40 (6) |
| 14 – 25 (5) |
| 8.0 – 15.0 (4) |
H
97 - 100
| 80 – 92 (6) |
| 58 – 70 (7) |
| 28 – 40 (6) |
| 16 – 26 (5) |
| 9.0 – 14.0 (4) |
G
| 100 |
| 97 - 100 |
| 70 – 80 (6) |
| 51 – 63 (7) |
| 28 – 39 (6) |
| 19 – 27 (5) |
| 10.0 – 16.0 (4) |
| F |
| 100 |
| 97-100 |
| 76-89 (6) |
| 56-68 (6) |
| 43-53 (7) |
| 23-32 (6) |
| 15-23 (5) |
| 10.0-16.0 (4) |
| Sieve Size |
| 1 1/2 inch |
| 1 inch |
| 3/4 inch |
| 1/2 inch |
| 3/8 inch |
| No. 4 |
| No. 8 |
| No. 16 |
| No. 40 |
| No. 200 |
Add Table 703-16:
Table 703-16 Gradation Requirements for Screened Aggregate
| Sieve Size |
| Percent by Mass Passing Designated Sieve (AASHTO T 27 and T 11) |
Grading Designation
| L |
| M |
| N |
| O |
| P |
| Q |
| R |
| 6 inch |
| 100 |
| 100 |
4 inch
| 100 |
| 100 |
3 inch
| 100 |
| 100 |
2 inch
No. 4
15-45
15-45
15-45
703.06_nat_us_03_02_2005 703.10(e) Flakiness Index.
Delete and replace with the following:
Flakiness Index, FLH T 508 30% max.
703.10(i) Adherent Coating.
Add the following:
Adherent coating on the aggregate, FLH T 512 0.5% max.
703.07_nat_us_03_02_2005
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