HomeMy WebLinkAboutKC-16-292 & KC-16-293 - 28 day break Subgrade Slab @ East Lanes - 5-18-16I1..) M0 ... M: AVcjIUC IN E, 131UY. D.
Renton, WA 980.)6-4 i 99
L9 Phone: (206) 296-7709
Concrere Compression Tesr Reporr King Gvunty r -ax: (206) 296-0179
Concrete compression TeST Repoli
Project: City of Renzon - Logan Ave N.
Concrete Placed By: Highmark Concrete
uuncrcte Supplier: Miles
Plant Location:
Pattitl.; - 203
PruiCct Num6cr: 1126896
Placement Inspector: Shawn Shirey
I ests and Cylinders 6y: Casey Wagner
Mix Design Marn5vr: 0442A
Placement Location: Roadway Base L;ft Slab @ South Bound Logan Ave in East Lane - 3 of 3
Concrete Use: Roadway Base Slab Suengih Specification: 4000psi at 28 days
Slump: 4,/z" Air Content: 4.ir0 Design w/(c+p) u.43 Date Cylinders Cast: 5115nb
Unit vveiynt: 144.7pef Temperature: 73`'F Actual w/(L;+p) u.41 I ime Lylinders Cast:
Aggregate SuurcEi(s): Coarse: B-329; Fine: B-329
ASTM W9: Test IOIetRua Tor uumpressive StrengtR ut uylindrival uunurete Spuuimens
1u:Ii
Fracture
Type
Yp
Age at
Testing
(Days)
Lab Number
Date
Received
Date of
Test
Cylinder Dimensions
Total Load
Lbs
(Lbs)
Unit Load
(psi)
Unit Load
(MPa)
Length
Diameter
Diameter x
Area
Type 2
2
KC -16-289
5,19/16
5/20/16
7.99in
4.00in
4.01 in
12.60in2
36,020
2860
19.7
Type 2
1 5
7
KC -16-290
5/19/16
5/23/16
1 8.03in
4.01 in
4.O1in
12.63in2
47,170
3730
25.7
Type 3
KC -16-291
5/19/16
5/25/16
8.02in
4.00in
4.Ozin
12.63in2
49,750
3940
27.2
Type 3
28
KC -16-292
5/19/16
6/15/16
8.00in
4.00in
4.01 in
12.60in2
64,580
5130
35.4
Type 3
28
KC -16-293
5/19/16
6/15/16
8.02in
4.00in
4.02in I 12.63in2
65,820
1 5210
35.9
Ristury of Inaiviauai cwmpressiva Strungtn i casts For This Prujaut dna Mix ID
Remarks: -Reference: WSDOT Std. Specifications 6-02.3{D & 6-02.3(5).
Field tests performed using ASTM C31/C31M, C138, C143, C172, C231, and C1064.
- �I ! 15
X meets
Material above specificatiuns.
Approved for e:r!
et �r/� Tested and
Dtsf udon By / Submiued By- cw Gi:�suls
marenals Engineer Dat-. Initial Dale
Form: Fiold Concrete Test Report Revised: 8121108
Second Most Recent
First Most Recent Current Individual Strength
Running Average
Individual Strength Test
individual Strength Test Test
of the Three Most
Recent Individual
Strength Tests
Date of Test
6/15/2016
6/15/2016 6/15/2016
,Cylinder Strength
5130psi
5190 si
4790psi
4840psi 5130 si
5210 si
Avera a Strength
5160psi
4820psi 5170psi
I 5650 si
Remarks: -Reference: WSDOT Std. Specifications 6-02.3{D & 6-02.3(5).
Field tests performed using ASTM C31/C31M, C138, C143, C172, C231, and C1064.
- �I ! 15
X meets
Material above specificatiuns.
Approved for e:r!
et �r/� Tested and
Dtsf udon By / Submiued By- cw Gi:�suls
marenals Engineer Dat-. Initial Dale
Form: Fiold Concrete Test Report Revised: 8121108