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2017-12-11_REPORT - M1980244
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2017-12-11_REPORT - M1980244
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Entry Properties
Last modified
1/9/2021 10:35:05 AM
Creation date
12/11/2017 4:49:49 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Report
Doc Date
12/11/2017
Doc Name Note
Acceptance of Certification Report
Doc Name
Construction Quality Assurance Report (CQA)
From
Newmont
To
DRMS
Type & Sequence
TR86
Email Name
TC1
WHE
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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Transit Mix Concrete Co. Materials Laboratory <br /> 444 Fast CcsuDa %%enue 2596 I k-%96 Cast <br /> Cot radu Spnngs.Colorado 8091 Pueblo,Colorado 81002 <br /> Ph (719)475-0700 1 ar(719)475-0226 1111 (719)543-7898 Fax ar(719)583-0345 <br /> COARSE AGGREGATE REPORT No. 7003G3-6 SPG LA <br /> JOB NANIFJSOURCE Grisenti Aggregate Ilit SAMPLE DESCR PT ON No.57/67 Coarse Aggregate <br /> Production Cut <br /> DATE SAMPLED Nlarch 6,2017 TIME SAMPLED 11:00 ANl SAMPLED BY Nlauro <br /> DATE TESTED March 6,2017 TIME TESTED 12:40 PNl TESTED BY NIG <br /> ASTM C 136 AASHTO T 27&M 92 <br /> SIEVE SIZE INDIVIDUAL CUMULATIVE % % ASTM C 33 Specification No 57/67 Coarse Aggregate <br /> WEIGHT WEIGHT RETAINED PASSING <br /> 50 0 mm or 2' 0.0 0.0 00!" 100.0% No.57 No.67 <br /> 37.5 mm or 1.5' 0.0 0.0 0.0'%" 100.0111.1 100 PASS <br /> 250mmori• 0.0 0.0 0.0%4, 100.0'095-100 PASS 100 PAnS <br /> 19 0 mm or 3,14' 1.3 1.3 8.694, 9I.4"A, --- 90-100 PASS <br /> 125mrnor112' 7.6 8.9 58.9"." 41.1%1 --- ... <br /> 9.5mmor318' 3.1 12.0 79.5"„ 20.5"" --- --- <br /> 20-55 PASS <br /> 4 75 mm or 4 2-6 14.6 96.7" 3.3"" -1 <br /> 236mmor8 0.3 199 98.7%, 1.3". 0-5 PASS 0.5 PASS <br /> 1.18 mm or 16 <br /> 600 um or 30 <br /> 300 um or 50 <br /> 150 urn or 100 v <br /> 75 um or 200 U <br /> PanlOven Dry WI 14.9 15.1 <br /> 9 � <br /> C}A►c,L <br /> ASTM C 566 AASHTO T 255 <br /> Max Nominal Sze(in) 4.75 mm (#4) 1 9 5 mm (318 in) 12.5 mm (112 in) 19.0 mm (314 in) 25 0 mm (l in) 37.5 mm (1'/2 in) <br /> Min.Sample Size(g) 500 1 1500 2000 30M 4000 6000 <br /> Mass of Orginal Sample(VV) 1 970.8 1 Moisture Content <br /> Mass of Dned Sample(D,B) 1951.8 p=100(W-D)iD 2.W i, <br /> ASTIR C 117 1 AASHTO T 11 <br /> Max,Nomina'Size(n) c475mm{: >»5rrn(= uo95 r(38in( >95mr ar +9omr(:a ) >19amm, 4+ <br /> Min Sample Sae(9) 300 11000 125:' 500 <br /> Mass of Dre.,Samp a(D,B) 931.8 °'.Hat Finer I '-2 S <br /> Dry Mass of Sa-iple'Washed(C) 9473 A-(B C),'Bi X 10 0.5 <br /> AST'.1 C 131 =_;5 AASHT T 95 Grading B Na of Spheres I i i No.of Revolutions 500 <br /> sieve Retained o- Oven Dry Wt To'aI Oven Dry Wt WI after r12 Sieve Difference Pervert T otal Loss Percent Reported Loss <br /> 1/2" 2499.8 <br /> 3/8" 2301.1 <br /> 5000.9 3457.5 1543.4 30.9 31% <br /> ASTM D 5821 AASHTO TP 61 <br /> Determining Percentage of Particles with Two or more Fractured Faces A= B/C X 100 <br /> A= Percenioge of Particles with two or more fractured faces A 76.5% <br /> B= We ght of fractured aggregate B 2294.6 <br /> t^ = Tntnl w.inhf of cncr;- r, nnn i I <br />
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