HomeMy WebLinkAboutKC-16-343 & KC-16-344 - 28 day break - Sidewalk - 06-02-16Prujuct: city of Renton - Logan Ave N.
Cuiwrutu Plauud 6y: Highmark concrete
Concrete Supplier: Miles
Plant Location:
Plauemcnt Cucatiun:
Concrete UJC:
Pacific - 203
5idewalR
Slump: 5 Air Cantu lt:
Project Dumber:
1126896
Plaucment Inspuctur: Shawn 51hirey
Tests ana Cyli� ldurs Dy: Maser Brown
Mix Design Number:
Sidewalk
044zA
Strenytn Speciticatiun: 400opsi at 28
5.7% Dusiyn w7(u+p)
0.43 Datu Lylinaurs Last: 6/2/16
Unit Weight: 144./PCT Temperature: zU-F Actual w/(cep) 0.40 Time Cylinders Cast: 10:00
Ayyreyate Suurce(s): Coarse: n-azu, Fine: S-Utf
days
FraCTOM
I ype
155 Monroe Avenue NE, Bldg. D.
L9
keinnii. WA 98056-4199
Concrete Compression Test Report KiF
1'llollu: ('SUS) '_591)- / /U9
1"an: (SUb) !96-U1 /9
Total Load
lCaa)
Unit Load
teal)
Prujuct: city of Renton - Logan Ave N.
Cuiwrutu Plauud 6y: Highmark concrete
Concrete Supplier: Miles
Plant Location:
Plauemcnt Cucatiun:
Concrete UJC:
Pacific - 203
5idewalR
Slump: 5 Air Cantu lt:
Project Dumber:
1126896
Plaucment Inspuctur: Shawn 51hirey
Tests ana Cyli� ldurs Dy: Maser Brown
Mix Design Number:
Sidewalk
044zA
Strenytn Speciticatiun: 400opsi at 28
5.7% Dusiyn w7(u+p)
0.43 Datu Lylinaurs Last: 6/2/16
Unit Weight: 144./PCT Temperature: zU-F Actual w/(cep) 0.40 Time Cylinders Cast: 10:00
Ayyreyate Suurce(s): Coarse: n-azu, Fine: S-Utf
days
FraCTOM
I ype
Age at
Tvaling
(Days)
Ca6Mam6er
Date
Hecei„ea
uate of
I est
Cylinder Dimensions
Total Load
lCaa)
Unit Load
teal)
Unit Load
(I�Pa)
Een th
Diameter
Diar�ieter x
Area
Type z
/
KC -lb -34z
6/3/115
Evv/16
Muzin
4.uuin
4.01in
12.6uin-
42./4U
33`Ju
23.4
Type 2
28
KC -16-343
6/3/16
6/30/16
8.01 in
4.00in
4.01 in
1z.6uin=
I 58,u/u
461u
31.6
I ype 3
28
KC -16-344
6/3/16
6/30/16
7.99in
4.00in
4.01in
12.60inz
56,880
4520
31.2
History of Individual compressive Strength Tests For This Project and Mix ID
Hermance:yyz5DO I jta. z5peciTitotiom, 6-U'L. (4) L. ( ).
X meets
Material
above specifications.
f to eet
npprovw for
Distribution tsy:
Materials Engineer Date
estaa ana
Submitted By: CW -to
Initial vDate
Form: Field Concrete Test Repon Revisetl: arc1105
Second Plost Recent First IIoat HeCcnt
COrrnl InBiv'aaai 5trenytn
Running Average
Individual Strength Test Individual Strength Test
Test
oT the I Firee Most
Recent InOW10aal
Strength Tests
Date of 1 eat
6/1Fi/zu1Fi 6n6/zul6
6/30/2016
linger 5tren tPi
4130 .A
41 to ai 4166 Si
4640 Si
4610 sl 4520 sl
ri✓
Avera a Stren th
4/5upsi 4/00psi
45/ups1
4b/U Si
Hermance:yyz5DO I jta. z5peciTitotiom, 6-U'L. (4) L. ( ).
X meets
Material
above specifications.
f to eet
npprovw for
Distribution tsy:
Materials Engineer Date
estaa ana
Submitted By: CW -to
Initial vDate
Form: Field Concrete Test Repon Revisetl: arc1105