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Magnolia Park-LR 980819FUGRO SOUTH, INC. FIELD DENSITY REPORT CLIENT: Eastern Development PROJECT: Magnolia Park, Coppell, Texas 897 1 898 1 899 1 9O0 1 REPOR PR 902 I 901 1 TEST PROCTOR LOCATION UNIT DRY MOIS'IFURE NO. NO. WEIGHT CONTENT PERCENT 894 1 4 inch sanitary sewer, Block E, Lot 18, 3 94.8 23.8 feet below grade 895 I 4 inch sanitary sewer, Block E, Lot 19, 2 92.2 26 feet below grade 896 1 ' 4 inch sanitary sewer~ Block E, Lot 20, 1 94.6 24. foot below grade 4 inch sanitary sewer, Block E, Lot 21, 3 · 93.O: . feet below grade 4 inch sanitary sewer, Block E, Lot 22, 2 92.3 -feet below grade ' 4 inch sanitary sewer, Block E, Lot 23, 1 93.1 foot below grade 4 inch sanitary sewer, Block E, Lot 24, 3 94.4 feet below grade 4 inch sanitary sewer, Block E, Lot 25, 2 93.3 feet below grade 4 inch sanitary sewer, Block E, Lot 26, 1 94.1 foot below grade Number 1 DATE PERFORMED..Au~Iust 3~19 8 MOISTURE/DENSITY RELATIONS Matsdal Proc Description Maximum Dry Density Brown and gray shaley clay 97.0 TEST RESULTS r DATE: August 19, 1998 OJECT NO.: 0771-2112 tor Results (p~ Optimum Moisture (%) 24.0 24 25 26 0 95.1 9 97.5 5 *: ' ....... 95.9' 5 95.2 2 ~6.0 5 97.3 3 96.2 1 97.0 PERCENT OF MAXIMUM DENSITY 97.7 Remarks: All densities meet project specifications unless otherwise noted. Burl Cooper Fugro South Technician ' * SMH/mv Distribution: Eastern Development - preston Skaggs City of Coppell - Lam/Davis ~- FUGRO SOUTH, INC. Checked by: 28~ ~0 Virgo L.~te; Dallas. Texas 75229 Ph )72) 484-8301; Fax (972) 620-7328 FUGRO SOUTH, INC. 2~ COMPRESSIVE STRENGTH OF CONCRETE CLIENT: Eastern Development Report PROJECT: Magnolia Park, Coppell, Texas Pr, SAMPLE: DATE: JUly 17; 1'998 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 85 CONCRETE TEMP. (°F) (ASTM C-10e4): 90 TIME BATCHED: 7:55 TIME SAMPLED: 8:00 WEATHER CONDITION: Sunny Site Concrete CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (ASTM C-231): WATER ADDED (gal): SLUMP (in.) (ASTM C-t~): LOCATION OF PLACEMENT: Machine paving: Alley A-Z, station 10+50 i0 virgo Lane; Dallas, Texas 75229 )72) 484-8301; Fax (97'2) 620-7328 rEPORT )ate: August 19, 1998 ect No.: 0771-2112 Batch Batch/0 0 3.0 FUGRO SOUTH, INC. Checked By: ~ I Eastern Development - Preston Skaggs City of Coppell - Larry Davis f Metro-Plex Excavating - Paul Bosco SMH/rm Distribution: Technician: Chris Cook REMARKS: Revised to reflect correction on the required psi. TOTAL COMPRESSIVE I RI~UIRED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH / STRENGTH NUMBER {days)' TESTED (pounds) (psi) [ (psi) MPC 17 7 07/24/98 87000 3077--1, 3000/28da~/s MPc 18 28 08114/98 93000 3289 ![~ -- MPC 20 Hold| J , , ' ' Fracture' mode i~ (A) unle~ othenviae noted Specifications: Making S ASTM C-31 T. flng ASTM C-143, Typa~ of ~ [ r'~ r'~ r"] Curing: Methods: ASTM C-3g Fracture: A IC3 [ B V~l , C VI D L J, FUGRO SOUTH, INC. CLIENT: PROJECT: 28~ COMPRESSIVE STRENGTH OF CONCRETE Eastern Development Report Magnolia Park, Coppell, Texas Pr~ SAMPLE DATE: JulY 17, 1998 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTU C-t0~4): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: 0 Virgo ~72) 484-8301: :EPORT ,C~,.~. Texas 75 Fax (972) 620-7328 Site Concrete 89 92 10:40 10:45 CONCRETE SUPPUER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (AST~ C-~t): WATER ADDED (gal): Sunny SLUMP (in.) (Aswa c-143) Machine paving, street, Natches Trace north August 19, 1998 No.: 0771-2112 Batch Batch/0 5.0 0 3.0 ~yebrow, station 0+50 CONCRE~ CYUND CO PRESS'NE STRENG~ 1.1~ standa~6 TOTAL COMPRESSIVE RI~QUIRED COMPRESSIVE AGE DATE LOAD STRENGTH ~ STRENGTH CYUNDER (days) TESTED (pound~) (p~i) ~ .(p~i) . NUMBER MPC 24 Making& ASTM C-31 Te~ting ASTM C-143, Types of ~)!1 r~ r~ [-1 Specifications: , Curing: FUGRO SOUTH, INC. REMARKS: Technician: Chris Cook Checked By:~ SMH/rm Distribution: Eastern Development - Preston Skaggs City of Coppell - Larry Davis,/ Metro-Plex Excavating - Paul Bosco