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HomeMy WebLinkAbout2001 Water Main Testing03/19/2001 110N 16:19 FAX 561 589 6469 RSM ENGINEERING 444 SEBASTIAN BLDG. 191001 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712 MELBOURNE (321) 788-8468 E.B.: 5693 FAX (561) 589-6469 March 19, 2001 Treasure Coast Contracting, Inc. P.O. Box 650249 Vero Beach, Florida 32965 Re: Water Main Project Sebastian, Florida KSM 03164-4D Dear Sir: l Mq� 9 ?o0 Enclosed please find the nuclear density test results performed on the compacted backfill and rock base over the water main in the road crossing at the referenced project. Should you have any questions please feel free to call me at 589-0712. esAec�u�}f - on I jb c City of Sebastian 03/19/2001 MON 16:20 FAX 561 589 6469 RSM ENGINEERING 44- SEBASTIAN BLDG. 11002 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 561) 589.0712 M 8488 E.B.= 5693 M7,920ol 6 9 SOIL COMPACTION REPORT - _ ASTM D 1557 and ASTM D 2922 DATE TESTED : March 14 & 15, 2001 JOB # 03164-41) CONTRACTOR Treasure Coast Contracting JOB LOCATION: City of Sebastian Water Main Extension Sebastian, Florida ITEM TESTED Compacted Backfill and Rock Base Over Water Main in Road Crossing MATERIAL a) Dark Gray Sand b) Cemented Coquina Rock --------------------------------------------------------------------- TEST LOCATION DEPTH MOIS DRY MAX. DRY PERCENT OF SAMPLE --------------------------------------------------------------------- TURF DENSITY PROCTOR VALUE COMPACTION orange Avenue Crossing at Easy Street 1 Subgrade 0" - 12" 7.6 107.0 a) 108.2 98.9 2 Rock Base 0" - 10" 8.0 124.2 b) 125.0 99.4 Easy Street Crossing at Orange Avenue - 3 Subgrade 0" - 12" 8.0 106.8 a) 108.2 98.7 4 Rock Base 0" - 10" 8.4 124.0 b) 125.0 99.2 Citrus Avenue Crossing at Easy Street 5 Subgrade 0" - 12" 7.2 107.5 a) 108.2 97-4 6 Rock Base 0" - 11" 6.5 123.6 b) 125.0 98.9 00/19/2001 MON 16:20 FAX 561 589 6469 KSM ENGINEERING .44 SEBASTIAN BLDG. 121003 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING ANDER TESTSTiAN ING, I 2 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 MELBOURNE (321) 768-8488 E.6.:5693 FAX (561) 589-6469 COMPACTIONASTMODL155 �aR andASTM D 2,2 % 9 DATE TESTED March 14 & 15, 2001 # 0 64-4D CONTRACTOR Treasure Coast Contracting JOB LOCATION: City of Sebastian Water Main Extension Sebastian, Florida ITEM TESTED Compacted Backfill and Rock Base Over Water Main in Road Crossing MATERIAL a) Dark Gray Sand b) Cemented Coquina Rock TEST LOCATION -------- ------------------- DEPTH MOIS DRY MAX. DRY PERCENT OF SAMPLE --------------------------------------------------------------------- TURE DENSITY PROCTOR VALUE COMPACTION Mango Avenue Crossing at Easy Street 7 Subgrade 0" - 12" 6.8 106.5 a) 108.2 98.4 8 Rock Base 0" - 10" 6.2 123.0 b) 125.0 98.4 Columbus Street Crossing at Easy Street 9 Subgrade 0" - 12" 5.8 106.2 a) 108.2 98.2 10 Rock Base 0" - 10" 6.0 122.6 b) 125.0 98.1