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Kerlinger Quarry <br />30350 South Tracy Blvd <br />Tracy, CA 95377 <br />//CCXWMEX 925-426-2293 <br />07/01/2015 <br />R J Gordon Construction <br />Email/ Fax: noah@rjgordonconstruction.com <br />'Attn: Noah <br />Project Reference: General Information <br />We submit the typical test data below for your approval and as certification of the following product: <br />Source: Kerlinger # 4409 (Tracy) <br />SMARA #: 91-39-0015 <br />1409322-5/16" <br />X 1/8",GRAVEL <br />Procedure <br />Sieve/Test <br />Average <br />Unit <br />Target Gradation Range <br />CTM - 201 & 202 <br />1/2" (12.5mm) <br />99.9 <br />% <br />99.5-100 <br />CTM - 201 & 202 <br />3/8" (9,5mm) <br />99.8 <br />% <br />98-100 <br />CTM - 201 & 202 <br />#4 (4.75mm) <br />40.6 <br />% <br />36-52 <br />CTM - 201 & 202 <br />#8 (2.36mm) <br />2.6 <br />% <br />0-6 <br />CTM - 201 & 202 <br />#16 (1.18mm) <br />0.9 <br />% <br />0-4 <br />CTM - 201 & 202 <br />Pan <br />0.00 <br />% <br />CTM -227 <br />CV <br />94 <br />CTM -229 <br />Durability (Dc) <br />82 <br />CTM - 212 <br />Unit Weight (Loose) pcf <br />93 pcf <br />D - 2434 <br />Constant Head Permability <br />9.0 cm / sec <br />The Pea -Gravel mentioned above, is rounded to sub -rounded. <br />The Granular Drainage Material contains no limestone or other material that may adversely <br />react with landfill leachate. <br />The above mentioned material does not contain any known organics and or deleterious material. <br />If you have any questions, please feel free to contact: <br />Antonio C. Fuentes, Manager, Quality Control at (925) 249-6422 or <br />Ron Novak, Quality Control Representative at (925) 580-2792 <br />NOTICE: This message and any attachments are for the sole use of the intended recipient(s) and contain confidential and/or privileged information. Any <br />unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply email and <br />destroy all copies of the original message and any attachments. Thank you <br />v <br />