HomeMy WebLinkAboutKC-16-237 - 7-day break - P2 P4 Foundation S1 S3 Tops - 05-02-16I.).) MOmtle Avenge ICG Bldg. U,
lKMAOu, WA 980-)64199
LIM rnul'c: (2U5)696-//09
Concrcrc Cot, prrz5z5ion Tial Rcpui t King Coun,<y r:,n: (LU6) w6 -U1 /9
Concrete Compression Test Report
Prujcct: tAty of Renton - Logan Ave 19.
Concrete Placed By: Amaya Electric
Concrete Supplier: Miles
Plant Locatiun:
Placement Lucativn:
Concrete Use:
Pacitic - 203
Prujet;t Nam6er: 1126896
Placement In5pectvr: 5flawn 5f1irey
Tests and Cylinders by: Caswy Wagner
Mix Design Number: 04432F
Pole ease P-2, P-4 & Signal Tops 1-2
Pole Bases StrEi IytFl SpeuiTivatiun: 4uuupsl at 28 days
Slump: 13/4" Air Content: i.b Design w/(cTp) o.44 Date Cylinders Cast: 5/2/16
Unit vveiyMt: 15U.Upcf I emperature: to -F Actual w/(c+p) u.39 Time Cylinders Cast: 12:19
Ayyreyate Suarce(a): Coarse: B-329, Fine: B-329
AS I M C39: Test Method for Compressive Strength of Cylindrical Concrete Specimens
Fracture
Type
yp
Age at
Testing
(Days)
Lab Number
Date
Received
Date of
Test
�ylinde, DimensiOna
I otal Coad
(COS)
Unit Coad
(p -i)
Unit Load
(IDIPa)
C'on th
Diamote,
Diamntnr x
Ar&a
Type 2
7
KC -16-237
5/3/16
5/9/16
8.03in
4.00in
4.01in
lz.60in=
515,1 a U
44ZU
30.5
z8
KC -16-z38
5/3/16
5/30/16
28
Fl -16-23y
5/3/16
b/30/15
KC -16-240
History of Individual Compressive Strength Tests For This Project and Mix ID
Second Most Recent First Most Recent I Current Individual Strength
Individual Strength Test I Individual Strength Test I Test
Date of Test
Remarks: Reference: WSDOT Std. Specifications 6-0z.3(4) & -
Field tests performed using ASTM C31/C31tvl, C138, C143, C1 /z, Cz31- and CiU64.
Material
meets
fails to meet above specifications.
A,:,roved for Tested and
Distribution By sunminett By
Materials E n„ineer i.
Da`:
Running Average
of Me I (free Dost
Recent Individual
Strength Tests
Form. Field Concrete Test Report Revised: a721105