B.01 Attachment 2 (Geotech Lab Testing Requirements List REV16MAR2026).xlsx
XLSX spreadsheet 22 KB Posted
- Solicitation number
- W912HN26QA018
About this file
This is a Geotechnical Laboratory Testing Requirements List that specifies the testing capabilities and methodologies that a laboratory contractor must be able to perform for the U.S. Army Corps of Engineers (USACE), Savannah District. The document outlines approximately 40 distinct geotechnical testing procedures organized by test type and applicable ASTM standards, including sieve analysis (with and without hydrometer), Atterberg limits testing, organic content determination, water content analysis, soil classification, compaction testing (Standard and Modified Proctor methods), California Bearing Ratio (CBR) testing, permeability testing, unconfined compression testing, triaxial testing, consolidation testing, dispersive clay testing, and direct shear testing. Each testing method is listed with its corresponding ASTM designation and description, with columns indicating whether the prospective contractor is capable of performing each test.
The requirements list is referenced in conjunction with solicitation W912HN26QA018, a Request for Quote issued by USACE Savannah District for geotechnical laboratory testing services under a one-year base period plus five optional years. The selected laboratory will provide testing services for soil, rock, and aggregate materials collected by USACE drill crews for projects across all mission areas within the contiguous United States. This is an unrestricted acquisition (not set-aside for small business) issued under FAR part 12 for commercial services, with quotes to be submitted electronically to Mr. David A. Jimenez and Mr. Gerard F. Leo. The document includes a threaded comment requesting clarification on whether additional data specifications such as specific states, Method Detection Limits (MDL), Limits of Detection (LOD), and Limits of Quantitation (LOQ) are needed.
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Sheet1 Geotechnical Laboratory Testing Requirements List
METHOD DESCRIPTION Capable of Testing (Y/N) tc={FA8369E0-8D2A-40B2-8430-C66207B5A30B}: [Threaded comment]
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Comment:
Do we need any other data here: Specific states, specific MDL, LOD, LOQ, etc….?
| ASTM D422 | Sieve Analysis with hydrometer |
| ASTM D422 or D6913 | Sieve Analysis without hydrometer - (6-7 sieve set) |
| ASTM D6913 | Sieve Analysis (10-14 sieves) |
| ASTM D1140 | Wash No. 200 for Soil |
| Visual | Percent Shell Determination |
| ASTM D4318 | Atterberg Limits One Point (Wet Preparation Method Only) |
| ASTM D4318 | Atterberg Limits Multi Point (Wet Preparation Method Only) |
| ASTM D4318 | Atterberg Limits Multi Point (sample already processed wet over No. 40 sieve) |
| ASTM D2974 Method A | Organic Content |
| ASTM D2216 | Water Content |
| ASTM D854 | Specific Gravity |
| ASTM D2487 | Classification of Soil |
| ASTM D2488 | Visual Classification of Undisturbed Samples |
| ASTM D2488 | Visual Classification of Jar Samples |
| ASTM D4643 | Water Content by Microwave Oven |
| ASTM D2974 Method C | Organic Content |
| ASTM D4373 | Carbonate Content |
| ASTM D4972 | pH Determination |
| Sulfates content | |
| Chlorides content | |
| ASTM G187 | Electrical Resistivity |
| ASTM D698 Method A | Standard Proctor Method A |
| ASTM D698 Method B & C | Standard Proctor Method B & C |
| ASTM D1557 Method A | Modified Proctor Method A |
| ASTM D1557 Method B & C | Modified Proctor Method B&C |
| ASTM C127 | Specific Gravity of Plus No. 4 |
| ASTM D1883 | CBR Single Point at Specified %Compaction & Moisture |
| ASTM D2434 | Permeability Constant Head - (granular) |
| ASTM D5084 | Permeability Falling Head Rising Tail - (fine) |
| ASTM D2166 (soil) | Unconfined Compression clayey materials |
| ASTM D2166 (soil) | Unconfined Compression indurated clays, lithified materials |
| ASTM D7263 Method B | Density in Shelby Tube |
| ASTM D2850 (single points) | UU Triaxial - (single points) |
| ASTM D4767 | CU Triaxial - (single points) |
| ASTM D2435 | Consolidation 10 loads, 8 curves |
| ASTM D2435 | Consolidation Additional Loading |
| ASTM D4221 | Dispersive Clay Double Hydrometer |
| ASTM D4647 | Dispersive Clay Pinhole Dispersion |
| ASTM D3080 | Direct Shear of soil (single point) |
| ASTM D3080 | Residual Shear of soil (single point) repetitive shear |
Do we need any other data here: Specific states, specific MDL, LOD, LOQ, etc….?
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