WSDOT MATERIALS LAB
03/29/2024
Aggregate Source Approval Report

Owner:  Kenney Farms, Inc.                   Aggregate Source:  QS-OR-59
Lessee:  Humbert Asphalt, Inc                   Known as:  Kenney Quarry / Birch Creek Quarry
Located in:  S 1/2 SE 1/4 Section 36 T6N R36E                   County:  Oregon
Address: 57445 Birch Creek Rd, Milton-Freewater, OR 97862

Remarks:
45.956810, -118.258412

Mineral Agg. and Surfacing:           Test Date: 09/14/2023              Expiration Date: 09/14/2028
Absorption: 2.44 Apparent Sp. G.: 2.809 Bulk Sp. G. (SSD): 2.693 Bulk Sp. G.: 2.629
Deg: 50 LA: 16

Remarks:          

Currently approved as a source of aggregate for:
ATB Ballast BST Crushed Cover Stone
BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone
Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses
HMA Wearing Course Maintenance Rock Permeable Ballast



Acceptance tests need to be performed as necessary.
Aggregates for Concrete:      Test Date:               Expiration Date: 
ASR - 14 Day : ASR - One Year: CCA Absorption: CCA Sp.G:
Deg: FCA Absorption: FCA Organics: FCA Sp. G:
LA:

Remarks:          



NOT approved for:
Coarse Concrete Aggregates Fine Concrete Aggregates

Riprap, Quarry Spalls, Rock for Rock Wall, Erosion and Scour Protection:          Test Date: 09/14/2023      Expiration Date: 09/14/2024
Absorption: 2.65 Apparent Sp. G.: 2.804 Bulk Sp. G. (SSD): 2.679 Bulk Sp. G.: 2.61
Deg: 73 LA: 17

Remarks:          

Currently Approved for:
Quarry Spalls Riprap Rock for Erosion and Scour Protection
Rock for Rock Walls Stone 9-27.3(6)


Streambed Aggregates:       Test Date:                Expiration Date: 
Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): Bulk Sp. G.:
Deg: LA:

Remarks:          


NOT Approved for:
Streambed Aggregate Streambed Aggregate

Gravel Borrow for Structural Earth Walls:       Test Date: 09/14/2023           Expiration Date: 09/14/2028
Bulk Sp. G. (SSD): 2.693 Deg: 50 LA: 16


Remarks:     For geosynthetic reinforcement, the gravel borrow shall be tested for pH prior to placement. For metallic reinforcement, the gravel borrow shall be tested for pH, resistivity, chlorides, and sulfates prior to placement. If the resistivity of the backfill material equals or exceeds 5,000 ohm-cm, the specified chloride and sulfate limits may be waived. If the aggregate source has variable quality, additional testing may be required. Contact the Regional Materials Engineer or the State Geotechnical Engineer for direction.       
Currently Approved for:
Gravel Borrow for Str Earth Walls



ALL OTHER PIT RUN MATERIALS:
Project Engineer may request preliminary samples but Aggregate Source Approval is not required.

AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL :
Aggregate for Gravel Base 9-03.10
Gravel Backfill for Foundation Class B 9-03.12(1)B
Gravel Backfill for Walls 9-03.12(2)
Gravel Backfill for Pipe Zone Bedding 9-03.12(3)
Gravel Backfill for Drains 9-03.12(4)
Gravel Backfill for Drywells 9-03.12(5)
Backfill for Sand Drains 9-03.13
Sand Drainage Blanket 9-03.13(1)
Gravel Borrow 9-03.14(1)
Select Borrow 9-03.14(2)
Common Borrow 9-03.14(3)
Native Material for Trench Backfill 9-03.15
Foundation Material Class A and B 9-03.17
Foundation Material Class C 9-03.18
Bank Run Gravel for Trench Backfill 9-03.19
Commercial Concrete Aggregate 6-02.3(2)B