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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 Gast Castilla Akenvc ?596 Iluy 96 Eut <br /> Colorado Springs,Ceimado E0903 Puebla,Colorado 81002 <br /> Ph.17)9)a73-p70(7 Fac(719)475-0226 I'll (719)543-7898 fax(719)583-0345 <br /> FINE AGGREGATE REPORT No. 7012D-3-22 SE SPG <br /> JOB NA14FISDURCE, Daniels Sand Pit SAMPLE DESCRIPTION Concrete Sand <br /> Production Sample <br /> DATE SA APLED: March 2-2017 TIME SAMPLED: 9:45 Ahi SAMPLED BY MV <br /> DATE TESTED. Aiarch 2Z 2D17 TIME TESTED' 10:50 Ahi TESTED BY MY <br /> ASTM C 136 AASHTO T 27&M 92 Recipe I Coarse 1 2 1 Medium 1 59 1 Fine 1 39 ITMOP Mel 0 <br /> SIEVE SIZE INDIVIDUAL CUMULATIVE % % ASTM C 33 Specification Fine <br /> WEIGHT WEIGHT RETAINED PASSING Aggregate <br /> 37.5 rma cr 1.5' 0.0 0.0 0.0% 100.0% <br /> 250n"or1' 0.0 0.0 0.0% 1DOZA <br /> 19.0mmor314' 0.0 010 0.0% 100.K. <br /> 125rmor1/2' 0.0 Cu 0.0% 1 DO.0`/a <br /> 9.5 mm or 3W 0.0 0.0 0.0% 1D0.0'/ <br /> 4.75 mm or 4 5.5 5.5 OS: 99.5 In 95-100 <br /> 2 35 mm or 8 105.0 110.5 10.5% 59.5 Y. 80-100 PASS <br /> 2.00mmor10 0.0 110.5 70.5% 99.5% ___ --- <br /> 1.16 mm or 16 248.8 359.3 34.1% 65.9% 50.85 <br /> PASS <br /> 600 tun or 30 247-9 607-2 57.1% 4 2.9:. 25-60 <br /> PASS <br /> 30Dumor50 HT4 85.6 178.3% 2i.T;: 5-30 <br /> 150umor100 174.8 1DOO.4 94.8',d 5.2". 0-10 <br /> PASS <br /> 75 trm or 200 49.0 1049.4 993% O.5';: 3 Max. <br /> PASS <br /> Pan/Oven Dry WL 1049.4 1054.8 FM: 2.3.3.1 <br /> FINENESS MODULUS: 2.75�PASS a�p,0 0 QL, A,1STM D 422(0 02 -� <br /> w g. M <br /> ASTM C 566 AASHTO T 255 Q <br /> Max Nornnal Sze(in) 4 75 torn (04) 1 9 5 mm (318 314 ) 1 25 0 mm (i in) 37.5 run (1 72 in) <br /> fdiri Sarrpk Sue(9) 500 15N 4000 T ISM <br /> Mass of Orrg'nal Sample(W) 1143.4 1 � Moshvm Con!ent <br /> fdass cf D-,ed Sample(D.B) 1093,7 4.5°. <br /> ASTM C 117 1AASHTO T i 1 <br /> Max Norrunal Si;e(in) .ors mis+i drScm{lA)b 95r m(IE�) >95 m(1D r)q 14Grtn(1'I m) >140atn(]'i N} <br /> Min Sample Sue(9) 300 10'O0 2500 5000 <br /> 5'eve <br /> Mau of Dried Sample(D,B) 'I Mat.Finer than#200 <br /> Dry Mass of Sam:si•-Washed(C) A=j(e-CJ(B)x IDO rr VALUE! <br /> ASTM D 241'.) AASHTD T I <br /> S,u onTempei,�lvm(7?'+7-5'f) <br /> Sample c, Y,e Wegh' C!ar Sa A[ltr31 Ad;listed Avemge Reported Sand <br /> SE SE SE Equivalent Value <br /> 1 00 4.1 37 96.2 91 <br /> 2 00 4.1 37 90.2 91 90.7 91 <br /> 3 on 4 36 90.0 90 <br />
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