Vista Point II 3-7-LR051006 11440 Rccdcr lid. · Dallas. IX 75229
Icl (214) 352-4100 · Fax (214) 352 4811
REPORT OF FIEI.D COMPACTION
I'c,,ted l:or: Scot! & Reid General ('ontlaclors. Inc.
Project: Vista Point 11 I.ots3-7
lex~isxillc Coppcll. Icxas
Date Performed: 10/06/05
I:CI Project No.: M05 842
Dcnxit5 Poi 4SlX. 1 l) 2922
\lotsmIc ci ASIM D 3017
MOISTI I/E/I)~ NSITY RI(I~ATIONS
IN-lq.X('[ TEST RESI71, I'S
' ' MacAuthur Boutcxard deceleration right turn lane, I (5'
17R S(; south fi'om north point (south bound lane)
Retest I}wtcst number 1.g};'rclx~r[d icc 100q'05
MacAuthur Boulevard deceleration right turn lane, 200'
1NR 5(~; south fi-om north point (south bound lane)
Retest ~br test number 14F report dated 10 05,'05
~ MacAuthur Boulevard deceleration right hwn lane,
]OR S(~ north fi-om south point (south bound hmo)
[ Rctcsl [bt-test number 15F report dated 1005,05
' ~ MacAuthm Boulcxard dccclcralion right turn lane. 45
20R S(} j north from south point (south hotrod lane)
~ Retest fbr test nun~bcr 16F report dated I0'05'05
Gauge Manuf':Humboldt
Gauge Model: HS 5001
Prob~' Dcplh; !) ii,thcs
Optinmm · Maximum
99.4
13.5 116.4 ] 99.1
14.7 116.6 99.2
No. X'lmsturc (P(Fi
2 15.5 116.8
2 13.6 I 13.1
l'cclmician: VcI')lOll Robinson
Checked By': ~
])tq ibuIIOl~ Scott & Reid General Contractors, ]nc Kenny Newman
Pacheco Koch Consulting Engineers ErikHauglie, P.E
San Saba Construction, Inc Robert Beserra
Cityo~Coppell Larry Davis
City of Lewisville - Eric Schrack
440 Rccde~ Rd · Dallas, ]X 7522')
~214}352 4100. Fax (214}352 4811
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Scott & Reid General (kmtmctors, Inc
PROJECT: Vistal>o/n!ll Lois]-~
CONCRETE INFORMATION
Sample Date: 092905
Project No.: M05-842
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
lOCATION OF PLACEMENT:
San Saba Construction
3201999
80
77
1:15pm
210 pm
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 3 / 1082
MIX ID NUMBER: 5409
AIR (%) (ASTM C-231)
WATER ADDED (gal): 0
Cloudy SLUMP (inches) (ASTM C-143) 3 aA
Sidewalk replacement at north side of Forest Hill Drive approximately 200' west of
MacArthur Boulevard
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
CYLINDER AGE DATE COMPRESSIVE SPECIFIED COMPRESSIVE
NUMBER (Days) TESTED
I B 28
1C _ 28
1D Hold
Spec ficahons ,Making &
Cudng:
10/06/05
10'27/05
Hold
ASTM C 3~
10'27/05
104720
TOTAL LOAD
(Pounds) STRENGTH STRENGTH
(psi) (psi)
82260 2910 3000 / 28 days
105440 3730
3700
Testing Llethods ASTMC-143 ASTMC39
Pacheco Koch Consulting Engineers Erik Hauglie Pi:
Clvcf(7oppell :arty Daws
FARGO CONSULTANTS?
(']lcc'~tcd By:~/'~