Attachment 1 - Specifications.pdf
PDF 173 KB Posted
- Attached to
- Constant Rate of Strain Test Equipment
- Solicitation number
- 12805B24Q0533
About this file
This document is an Attachment 1 - Specifications related to the federal contract opportunity titled "Constant Rate of Strain Test Equipment". The specifications detail the requirements for an "Automated Consolidation Test System" to be used for soil consolidation tests to estimate soil erodibility. Key requirements include: a fully automated constant rate of consolidation system with a load rating of at least 20 klbf, displacement transducer with a range of at least 3" and 0.00005" resolution, pressure and volume control pump with 0.0005% volume accuracy and 0.03% pressure accuracy, load cells for constant rate of strain and incremental consolidation tests, and shipping to the project office in Stillwater, OK.
The associated federal contract opportunity has a Solicitation Number of 12805B24Q0533, is issued as a Request for Quotation (RFQ), and seeks to procure one (1) Automated Consolidation Test System. The government intends to award a firm fixed price purchase order to the responsible offeror whose quote conforms to the specifications and is the most advantageous based on technical acceptance, past performance, and price evaluation. Quotes are due by 2:30pm CT on August 6, 2024 and should be submitted via email.
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Other files
| File | Type | Posted |
|---|---|---|
| RFQ - 12805B24Q0533 Clauses and Provisions.pdf |
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Attachment 1 – Specifications
Purchase of constant rate of strain consolidation test equipment. Soil consolidation tests for estimation of soil erodibility using automated Constant Rate of Consolidation test and incremental load tests per ASTM D4186 and ISO/TS 17892-5.
o Salient Characteristics for the “Automated Consolidation Test System”:
Fully Automated Constant Rate of Consolidation System with load rating meeting or exceeding 20 klbf (90 kN). Displacement transducer with 3" (76 mm) or greater range with at least 0.00005 in (0.0013 mm) resolution. Displacement rate control from 0.000001 to 1.0 in/min (0.00003 to 25 mm/min).
Pressure and volume control pump rated at or above 300 psi with fully automated control and data acquisition to maintain excess pore pressure ratio limits. Volume accuracy should meet 0.0005%. Pressure accuracy shall meet 0.03%. Measurement and control accuracy shall meet 0.35 kPa and 0.001 cc volume. Accurate volume rate control to meet 0.00001 to 36 fl oz/min (0.0003 to 1054 cc/min). External pressure sensor meeting or exceeding 200 psi (1400 kPa) capacity with resolution of 0.008 psi (0.056 kPa).
Load cells (Constant Rate of Strain cell and Incremental Consolidation cell with cutting rings and porous stones) with automated load frame and pressure control to conduct constant rate of strain, constant rate of stress, constant gradient, constant pore pressure ratio, or incremental load tests.
Shipping of all equipment to project office in Stillwater, OK.
| Attachment 1 – Specifications |
| o Salient Characteristics for the “Automated Consolidation Test System”: |
File details come from the government source that posted it. Updated .