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Sonic Addition-LR 940628~I~Z~e Environmentat Assessments ~, SoiLs & Foundations Construction MateriaLs Testing "ExceLLence by Experience" Commerciat & Industrial inspection PO Box 92568 · Southlake, Texas 76092 * (817) ]29-0281 FIELD COMPACTION REPORT PROJECT: The Sonic Addition LOCATION: Coppell JOB #: 94-1171 DRTE: 06-28-94 DRY: Tuesday TIME: ll:00am CLIENT: Legend Construction CONTRACTOR: Legend Construction WATER ~..~v~ PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP 8" Sanitary Sewer: 1. @ Station 0+50 1st Lift 1 17.0 118.6 98.1 2. @ Station 1+00 FG 1 18.9 109.2 98.6 3. @ Station 2+00 FG 1 16.4 108.2 97,7 REMARKS: All tests passed. Minimum Compaction Required: 95% Minimum of 4 tests per trip. FG = Final Grade Collected two (2) soil samples for Moisture-Density Relations #1 and #2 at same time. PROCTORS: 1. Reddish Brown Sandy Clay 110.7 PCF @ 16.3% MOISTURE Patrick Corbett Technician ~l'~U~e Envi ronmental Assessments ~'~:~, Soils & Foundations £onstruction Hateriels Testing "Excellence by Experie[ice" Colmlerciat & IPxtustriat Inspect ion PO Box 92548 · Southiake, Texas 76092 · (817) 329-0281 MOISTURE - DENSITY RELATIONS PROJECT: 'rhe Sonic Addition LOCATION: CoDDel]. JOB #: 94-~ ]7] DATE: 06-28-94 DAY: Tuesday CLIENT: Legend Construction CONTRACTOR: Legend Construction MATERIAL TYPE: Reddish Brown Sandy C]ay 112 106 [02 10 12 16 16 18 20 22 24 WATER CONTEN'[, PERCENT TYPE OF TEST: RESULTS: XX Standard Proctor Maximum Dry Density ]].0.7 PBF _ Modified Proctor Optimum Moisture Content 16.3 Other: PROCTOR # 1 ~m'~-- 00' '~L~I~G, P.,~,~.~F.,F.,~,~, ~.~% ~~I~]~, Envi ronmenta{ Assessments ~ Soils & Fou~ations Construction Hateria[s Testing "Excel [ence by Exper i ence" Co.~nerc i a [ & I ~ust r i a] Inspect i on PO Box 92548 · South[ake, Texas 76092 · (817) 329-0281 MOISTURE - DENBITY RELATION8 PROJECT: The Sonic Addition LOC]%TION: Coppell JOB #: 94-1171 D]~TE: 06-28-94 DJ%Y: Tuesday CLIENT: Legend Construction CONTR]~CTOR: I.egend Construction MATERIAL TYPE: Tan & Light Gray Fine Sand w/ Clay 102 6 8 ]0 ]2 14 16 18 20 WATEP, CONTENT, PERCENT TYPE OF TEBT= REBULTB: XX Standard Proctor Maximum Dry Denslt¥ 100.2 PBF Modified Proctor Optimum Moisture Content ]2.0 % Other: PROCTOR # 2