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2014-08-04_REVISION - M1981185
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2014-08-04_REVISION - M1981185
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Entry Properties
Last modified
6/16/2021 6:05:42 PM
Creation date
8/13/2014 9:31:42 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1981185
IBM Index Class Name
Revision
Doc Date
8/4/2014
Doc Name
TR2 As Builts- Part 1
From
WMC
To
DRMS
Type & Sequence
TR2
Email Name
DMC
Media Type
D
Archive
No
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Western 278 Sawyer Dave,No. 2 <br /> Technologies Dura-W.CO 81303 <br /> Inca (970)375-9033 <br /> The It P*oo)r SAMPLING /TESTING OF <br /> Sin«I955 PORTLAND CEMENT CONCRETE <br /> Date of Report 06-27-14 <br /> Client THE OPAL GROUP Job No. 3154JHOSS <br /> 25 SOUTH WILCOX Event/invoice No.31540101-01 Lab No. 0550527-1 <br /> CASTLE ROCK,CO 80104 Authorized By MICE TAYLOR Date 05-27-14 <br /> Sampled By WT/D.SENJEM Date 05-27-14 <br /> Submitted By WT/J.HATCH Date OS-28-14 <br /> Client THE OPAL GROUP <br /> Project LA PLATA CANYON BRIDGE REPLACEMANT <br /> Location LA PLATA CANYON <br /> Source of Sample 18"CULVERT WALL,4'N OF S END,WHEIGHT <br /> Architect/Engineer CARROL-LANGE-MANHARD <br /> Contractor THE OPAL GROUP <br /> Supplier FOUR CORNERS MATERIALS,INCJ343 <br /> Truck/Ticket No. 56-921134317205 Mix Identification 37013343 Maximum Size Aggregate V4 inches <br /> Batch Size S-3 cubic yards Requires Strength 4500 psi @28 days Water Added Before Sampling 0 gallons <br /> Time In Mixer 1 hours 41 minutes Ambient Air Temperature 70 'F Time Sampled 1405 <br /> FRESHLY MIXED CONCRETE SAMPLED IN ACCORDANCE WITH ASTM C172 <br /> Deviations SAMPLED MOLE THIRD OF LOAD BY SINGLE 013C/Y4ROE <br /> FRESHLY MIXED CONCRETE TESTED IN ACCORDANCE WITH DESIGNATED SPECIFICATIONS <br /> Unit Weght ASTM C138 145.2 bf/cu.t1 Temparahxs ASTM C1064 TS F <br /> Air Content. ASTM C231 5.5 % Slump. ASTII C143 4 nch" <br /> Deviations ALL SAMPLE bOiTFICATION AND FRESH CONCRETE TEST DATA WERE SUBMITTTED BY WTL <br /> CYLINDRICAL CONCRETE SPECIMENS MOLDED 6 CURED IN rHE FIELD IN ACCORDANCE WITH ASTM C31 <br /> No of Specimens Molded 4 Diamete►/Lenpth 4.00 n.x 8 on Cross Sectional Area 12.57 sq in <br /> Deviatiorm: SPECIMEN ENVIRONMENT WAS NOT MONITORED BY WT DUPMG W IAL CURE <br /> CYLINDRICAL CONCRETE SPECIMENS CURED 8 TESTED IN THE LABORATORY W ACCORDANCE WITH ASTM C31 A C38 <br /> Specimen Data Ago Time COMPRESSIVE STRENGTH Type of Fracture <br /> it Any Tested to Tested Maximum Load Conformance <br /> it 3 tasted 8, <br /> Any Days bt IW per sq.n Indicated') Defects Noted <br /> 053"27.1 06-03-14 7 12.15 4/676 3320 TYPE S FW <br /> 0550S27-1 06-24-14 28 17:50 57976 4610 TYPE 3 FM <br /> 0550527-1 . 06.24-14 28 17;SS 59135 4700 j TYPE 3 FH <br /> OSSOS27-1 HOLD <br /> _ AVERAGE 28 4660 YES_ <br /> Comments _ <br /> Distribution THE OPAL GROUP(1) <br /> FOUR CORNERS MATERIALS 0) NE SERVN ES REFERRED YEgE N MEgE FE 1Ff3RMED N K i. q(AN'E <br /> Iran 'l+E 4TANDARD �F CARE-UCrCeD _OC/A—(r+Nt -F 3EFERE+N'ED <br /> M +O ETo(1) AND It"E TN'_Y TD *NF CG%D1T1GWS} )KSE91,ED '}a <br /> $AAIq.EYSi `ESTED AT THE `ME AND PACE STATED NEREN AES'ERN <br /> rKNNt3:a'bEb 'Nf W+.ES vr7 -TT.ER ~OtM- 1ry0 ftPf%FNTAr W14 <br /> E<rNRs"D 11e N _.fo AND NAS .1C--T()v <br /> !NC_,0P#G 9DURC° Jr AATEPWS SUBMITTED 3v {IT.ErM <br /> REVIEWED BY F.NAMPTON <br />
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