Special_Project_Specifications.docx

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North 49 Aggregate Supply & Haul Federal contract opportunity
Solicitation number
129AC719Q0052
Issued by
Department of Agriculture Forest Service R5-Pacific Southwest Region

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North 49 Aggregate Supply and Haul Contract Special Project Specifications Table of Contents

Table of Contents1
151 - Mobilization2
170 - Develop Water Supply and Watering3
171 - Weed and Disease Prevention4
703 - Aggregate6
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) GradationTable 703-2
(2) Liquid limit, AASHTO T 8925 max.
(3) Plastic limit, AASHTO T 90Nonplastic
(4) Los Angeles abrasion, AASHTO T 9640% max.
(5) Sodium sulfate soundness loss (5 cycles),12% max.

AASHTO T 104

(6) Durability index (coarse), AASHTO T 21035 min.
(7) Durability index (fine), AASHTO T 21035 min.
(8) Fractured faces, ASTM D 582150% 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) GradationTable 703-3
(2) Liquid limit, AASHTO T 8935 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 9640% max.
(5) Sodium sulfate soundness loss (5 cycles),12% max.

AASHTO T 104

(6) Durability index (coarse), AASHTO T 21035 min.
(7) Durability index (fine), AASHTO T 21035 min.
(8) Fractured faces, ASTM D 582175% 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) GradationTable 703-16
(2) Plastic Index, AASHTO T 90Less than 9
(3) Los Angeles abrasion, AASHTO T 9655% 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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