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Northlake 635(5)-LR000222
MOISTURE DENSITY LATIONS o IBC 89~1 Carpenter grwy. S~te #1~ Date of Service: Client No.: Client: Services: 02/18/2000 85229000 Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, 0450 Dallas TX 75251 Report No.: 0004800 Report Date Project No.: 94991457 02/22/2000 Project: Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Material sampled by technician for moisture density relations. co~ancroR: Butler Construction xv_~r voa: Paving Subgrade MATERIAL:. Flexbase, fractured aggregate w/sandy clay fines TESTME~ROO: ASTM D-698 PROJECT DATA DATE SAMI~LED: 02/18/2000 SAMPLED BY: M. Odom SAMPLE LOCATION: S~ b~Iow MAXIMUM DRY DENSITY, pc~: 128.0 OPTIMUM MOISTIJRE CONTENT, %: 9.5 LIQUID LIMIT: 33 PLASTIC LIMIT: 15 PL~TICITY INDEX: 18 REPORT OF TEST MOISTURE DENSITY I~RIATION~ 134 Zero air ~ dds c u*w Spec tic G ravit 130 0.0~ / 118 ~ ~ MO~ CO~ {~} Sample Location: Millsap Pit, from approach and curb cutout into Bldg B, south approach ... Ttchniciam Mike Odom Report Di~tbution: (1) Tnmswes~em Property Company (t) O'Brie~ & Associates (!) Teclmismsctures, Inc. (1) Butler Construction (1) City of Coppcll (1) City of Coppell Paul D. Smith, P.E. This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without thc writtea aplx~val of HBC Bngin~ inc. Page I of I REPORT OF DRILLED BELLED PIERS Project: Project No.: Coppell Commerce Center 1234 Lakeshore (Bldg. B), Coppell, Texas 94991457 Report No.: 0005041 Date of Service: 02/22/00 Technician: R. Montgomery P~: 1 of 1 I~01 c~ Fray., Suite #10o D~ Tmm~ 75247 Pier Identification , J B/11 B/10 B/9 B/8 B/7 B/6 B/4 C/7 C/6 C/4 Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 24 Bell Diameter (in.) 54 54 54 54 54 54 54 54 54 54 Top of Pier Elevation (ft) 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99,0 99.0 Req. Depth from Exist. Grade (ft) 18.0 18.0 18.0 1'8.0 18.0 18.0 18.0 18.0 18.0 18.0 Initial Depth of Pier from Existing Grade (It) 18.25 18.33 18.33 18.00 18.00 18.00 18.00 19.00 18.00 18.25 Final Depth of Pier from Existing Grade {ft) 18.42 18.33 18.33 18.25 18.33 18.08 18.58 19.25 18.08 18.50 Depth from Top of Concmte,(it) 17.67 18.08 17.83 17.58 17.83, 17.92 18.16 19.00 17.83 18.08 Condition of Bottom (wet or dry) D~/ Dry Dry Dry Dry Dry Dry Dry Dry Dry ,Plumb Within To!stance (yes or no) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes C~ing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Clesd Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Number of Vertical BI, rs. (ea.) 6 6 6 6 6 6 , ,6 6 6 6 Rsinfon=ing Bar, Size tR 6 6 6 6 6 6 6 6 6 6 Length of Vertioa! Bam,(ff/) , 17.16 17.58 17.33 17.08 17.33 17.42 17~67 18:50 17.33 17.58 TimeDdllingwa~Completed 8:35a.m. 8:45a.m. 8:55a.m. 9:05a.m. 9:17a.m. 9:55a. m. 11:35a.m. 10:58a.m. 11:06a.m. 11:37a.m.; TimeConcm~wa~Plleed 1:45p.m. 1:35p.m. 1:25p.m. 12:55p.m. 12:45p.m, 12:30p.m. 11:45a.m. 12:20p.m. 11:52a.m. 11:50a.m.