HomeMy WebLinkAboutKC-16-342 -7 day break Sidewalk - 06-02-16PO Winne Avenae NE, twig. U,
KeiJoi1_ WA 98UJ6-4199
LIM Plmix: (ZUb)dJb-//UJ
Conurei Compre„wir Tezit Repv, f King County RIA: (LUb) GYb-U 1 /J
Concreze Compression Test Report
PrujC,;t: city of Renton - Lugan Ave 19. Project Naml5er:
Concrete Placed By: Highmark Concrete Placement Inspcutur:
Concrete Supplier: Miles Tests and Cylinders by:
Plant Luuatiun: Pacitic - 203 Plix Design Lumber:
Placement Lu,,atiui : Sidewalk
Concrete Use: Sidewalk StrEinyth Spcc;irivatiun: 4uuupSi
Slump: 5 Air Content: 5.1 Design w/(cTp) 0.43 Date Cylindurs Vast:
unit Weiyht: 144.ipcf I emperatare: tu'F Actual w/(C+p) u.4u Time Cylinders Cast:
Ayyrcyatc Suame(s): Coarse: B-329, Fine: B-329
1126896
Shawn Shirey
Maser Bruwn
0442A
at 28 Clays
6/2/16
AS -I M c39: Test Metftod for Com6ressive 5trenatH of Cvlindrical Concrete Snecimens
10:00
Fracture
yP
Type
Age at
Testing
(Dayb)
Lab Number
Date
Received
Date or
Test
Cylinder Dlmensluns
i otal Coad
(COS)
Unit Load
(psi)
Unit Load
(I0Ira)
I -an th
Diameter
Diameter (,%)
Area
Type 2
7
KC -16-342
6/3/16
6/9/16
8.02in
4.00in
4.011 -
1z.6uinz
4z,r4u
33au
z3.4
z8
KC -16-343
6/3/16
6/30/16
es
KC -16-344
6/3/16
6/3u/16
KC -16-345
Histury ut Individual Gumpressive strength Tests For This Project and Mix ID
Second Most Recent First Most Recent Current Individual Strength Running Average
Individual Strength Test Individual Strength Test Test of the I rtree Dost
Date of Test 6/3u/zulti Recent Individual
_ __ . _ I I I Strength Tests
Remark ta. SpecIlicallons 5-02.3(21) & 15-027 (5).
).
Field tests performed using ASTM C31/C31M, C13n, C143- C1 iz. Cz31= ana i✓1u64.
Material
meets
fails to meet above specifications.
Approved for Tesiea anri
D'suibalion By: suamineo ay
Materials Engineer Date n
Form Field Concrete Test Report Revisev; l2 „ua