HomeMy WebLinkAboutKC-16-280 & KC-16-281 - 28 day break Subgrade Slab @ East Lanes - 5-18-16t
L9 I)) Monroe Aveime NE, Bldg. D,
Keiuuu_ WA 98056-4199
Concrete Compression Tesr Report King County t-.,.: (1,066) L96 -0i /9
cuncreto cumpression TCst Rcpun
Prujcct: City of Renion - Logan Ave N.
Concrete Placed By: Highmark Concrete
Concrete Supplier: Miles
Plant Locatiu� I:
Sumner - 202
Project Number: 1126896
Placumunt Inspuutur: Shawn Sflirey
I cats ana uylinac,, Dy: Casey Wagner
Mix Design Number: 0442A
Placement Location: Roadway Base Lift SlaF3 a South Bound Cogan Ave in East Lane -1 of 3
Concrete Use: Roadway Base Slab 5trenytn Speciticatiun: 4uuupsi at 28 days
Slump: 4,/z" Air Guntent: 4.5% Dusiyn w/(L;+p) 0.43 Data uylindws Last: 5/18/16
Unit Weiyht: 144.5pcf I cmptnatlhu: 71°F Actual w/(c;+p) 0.43 Tme Cylinders Cast: 7:41
Ayyrcyate 5uurc;G(5): Coarse: B-329; Fine: B -3z9
AS i ISI WEI: Test Metfiva fur cumpressive Strength of Cylindrical Concreze Specimens
Fracture
Type
Age at
Testing
(Days)
Lab Number
Date
Received
Date of
Test
Cylinder Dimensions
Total Load
(Lbs)
Unit Load
(psi)
Unit Load
(MPs)
Len th
Diameter
Diameter x
Area
Type 5
2
KC -16-277
,113/16
5/20/16
8.01 in
4.01 in
4.ulin
12.63in2
39,720
3150
21.7
Type 2
1 5
KC -16-278
5/19/16
5/23/16
1 8.01 in
4.00in
4.01 in
12.60in2
1 50,540
4010
1 27.6
Type 2
7
KC -16-279
5/19/16
5/25/16
8.00in
4.00in
4.02in
12.63in2
53,540
4240
29.2
Type 2
28
KC -16-280
5/19/16
6/15/16
8.00in
4.00in
4.02in
12.63in2
64,780
513e
35.4
Type 3
28
1 KC -16-281
5/19/16
6/15/16
8.00in
4.01 in
4.02in
12.66in2
65,710
1 5190
35.8
Ai5tury wf Inaividual Compressive Strength Tests For This Project and Mix ID
Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-02.3(5).
Field tests performed using ASTM C31/C31 M, C138, C143, C172, C231, and C1064.
X meets
Material above specifications.
f s o ee
Approved for / 7estea and
Dtstribat-on By l Submitted By. Low
�laredais engineer ware Irdtiai Date
Form. Field Concrete Test Rerort Remsed: a/zlR1a
Second Most Recent
First Most Recent
Current Individual Strength
Running Average
Individual Strength Test
Individual Strength Test
Test
of the Three Most
Recent Individual
S�,rength Tests
Date of Test
6/9/2016
6/14/2016
6/15/2616
C linder Stren th
4460 si 4590 si
4906 si
4850 si
5130 si
5190 si
Avera a Strength
I 4530psi
4880psi
5160psi
4860psi
Remarks: Reference: WSDOT Std. Specifications 6-02.3(4) & 6-02.3(5).
Field tests performed using ASTM C31/C31 M, C138, C143, C172, C231, and C1064.
X meets
Material above specifications.
f s o ee
Approved for / 7estea and
Dtstribat-on By l Submitted By. Low
�laredais engineer ware Irdtiai Date
Form. Field Concrete Test Rerort Remsed: a/zlR1a