HomeMy WebLinkAboutWWP273678 (2)fI I Print Form
Request for Approval of Material
Contract FA Nu ber SR Date
WWP-27-3678 8/1/13
- ----- -----
Section Count
Renton Hill Alley Sewer Replacement 2013 King
Contractor Subcontractor
R. L. Alia Company
or se n y
For assistance in completing, see Instructions and Example RAM #
Hdgtr.
Bid Material or Name and Location of Fabricator, specification Appel Appr'I File
Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No.
8 PVC SDR35 Sewer Pipe JM Eagle - Tacoma, WA g
8 PVC SDR35 Sewer Fittings GPK Products - Fargo, ND `
11 Sanitary Sewer Clean Out Olympic Foundry- Seattle, WA g
10,11 Manhole Casting Olympic Foundry - Seattle, WA
-------------------
Project Engineer Date State Materials Engineer Date
C"
Approval Action Codes for use by Project Engineer and State Materials Laboratory
1. Conditionally Approved: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project.
2. Conditionally Approved: Submit Mfg. Cert. of Compliance for'ApprovaI' prior to use of material.
3. Conditionally Approved: Submit Catalog Cuts for 'Approval' prior to use of material.
4. Conditionally Approved: Submit Shop Drawings for 'Approval' prior to fabrication of material.
5. Conditionally Approved: Only 'Approved for Shipment' or 'WSDOT Inspected' material shall be used.
6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer.
7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action.
8. Source Approved:
9. Approval Withheld: Submit samples for preliminary evaluation.
10. Approval Withheld:
11. ftq f2£MA2us
Remarks:
1c� Stntr SFsJC4 i4zC 5►►��• 4E $xina to C, r s-rwr
ZJt13, Aar x If Qcoacc4-
Project Engineer Distribution State Materials Engineer Distribution
Contractor Region Materials I] General File Signing Inspection
Region Operations Engineer State Materials Lab 0 Fabrication Inspection Other
DOT Form 350-071 EF
Revised 8/04 Print Form
10013 MLK Jr Way S.
Seattle, Wa. 98178
Ph: (206)-722-4800 Fax: (206)-722-9477
TO: R.L. ALIA COMPANY
GENTLEMEN:
WE ARE SENDING YOU
❑ Drawings
❑ Copy of letter
Letter of Transmittal
Date 8/1/2013
Attn: Gary Pankiewicz
RE: Submittals - Renton Hill Alley Sewer Replacement
W W P-27-3678
❑ Attached Under separate cover via the following items. -
Prints L___j Plan ❑ Sample ❑ Specifications
❑ Change order Submittals
COPIES
DATE
NUMBER
DESCRIPTION
1
8/1/2013
1
PVC SDR35 Sewer Pipe
1
8/1/2013
1
PVC SDR35 Sewer Fittings
1
8/1/2013
1
Cast Iron Rings & Covers
0
El
1-1
THESE ARE TRANSMITTED as checked below:
For approval REMARKS:
For your use
As requested
Approved as submitted
SIGNED: Victor Wallace
RL ALIA COMPANY
Submittal Cover Sheet
Project: Renton Hill Alley Sewer Replacement
WWP-27-3678
Contractor: RL Alia Company
Submittal No: 1
Submittal Title: PVC SDR35 Sewer Pipe
Date: 8/1/2013
Engineer's Comments:
Contractor Comments:
10013 MLK Jr Way S. ♦ Seattle, WA 98178
206.722.4800 ♦ 206.725.5932 Fax
//0070�"N
JMagle Building essentials
or n better tomorrow
GRAVITY SEWER
SUBMITTAL AND DATA SHEET
PIPE SIZE
(IN)
AVERAGE O.D.
(IN)
NOM. I.D.
(IN)
MIN. T.
(IN)
MIN. E
(IN)
APPROX. D
(IN)
APPROX. WEIGHT
(LBS/FT)
SDR 35 (PS46) ASTM D3034
4
4.215
3.975
0.120
3.50
4.695
1.05
6
6.275
5.915
0.180
4.25
6.995
2.36
8
8.400
7.920
0.240
4.75
9.360
4.24
10
10.500
9.900
0.300
6.00
11.700
6.64
12
12.500
11.780
0.360
6.25
13.940
9.50
15
15.300
14.426
0.437
7.25
17.048
14.19
SDR 26 (PS115) ASTM D3034
4
4.215
3.891
0.162
3.50
4.863
1.40
6
6.275
5.793
0.241
4.25
7.239
3.11
8
8.400
7.754
0.323
4.75
9.692
5.63
10
10.500
9.692
0.404
6.00
12.116
8.84
12
12.500
11.538
0.481
6.25
14.424
12.56
15
15.300
14.124
0.588
7.25
17.652
18.90
PS46, ASTM F679
18
18.701
17.629
0.499
8.00
20.845
21.43
21
22.047
20.783
0.588
9.50
24.575
29.88
24
24.803
23.381
0.661
9.60
27.647
38.96
27
27.953
26.351
0.745
10.10
31.157
49.47
30 CIOD
32.000
30.194
0.853
16.75
35.612
64.18
36 CIOD
38.300
36.042
1.021
19.02
42.816
93.00
42 CIOD
44.500
41.948
1.187
22.43
49.604
-
48 CIOD
50.800
47.888
1.355
24.78
56.624
-
PS115, ASTM F679
18
18.701
17.261
0.671
8.00
21.581
28.49
21
22.047
20.349
0.791
9.50
25.443
-
24
24.803
22.891
0.889
9.60
28.627
-
27
27.953
25.799
1.002
10.10
32.261
-
30 CIOD
32.000
29.070
1.148
16.75
36.348
-
36 CIOD
38.300
35.464
1.373
19.02
45.438
-
42 CIOD
44.500
41.072
1.596
22.43
51.356
-
48 CIOD
50.800
46.886
1.822
24.78
58.628
-
i
Assembly Mark
Product Standard:
ASTM 3034 (4"-15")
ASTM F679 (18"-48")
Pipe Compound:
ASTM D1784 Cells Class 12454 or 12364
Gasket:
ASTM F477
Integral Bell Joint:
ASTM D3212
Pipe Stiffness:
ASTM D2412 F/AY = 46 PSI or 115 PSI
Pipe Length:
14 or 20 feet laying length
Installation:
ASTM D 2321
JM Eagle- Installation Guide
Building essentials
for a better tonrorrow-
I.D.: Inside Demeter
O.D.: Outside Diameter
T.: Wall Thickness
D3 : Bell Outside Diameter
E : Distance between Assembly Mark to
the end of spigot.
RL ALIA COMPANY
Submittal Cover Sheet
Project: Renton Hill Alley Sewer Replacement
WWP-27-3678
Contractor: RL Alia Company
Submittal No: 2
Submittal Title: PVC SDR35 Sewer Fittings
Date: 8/1 /2013
Engineer's Comments:
Contractor Comments:
10013 MILK Jr Way S. ♦ Seattle, WA 98178
206.722.4800 ♦ 206.725.5932 Fax
MIRE SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS
PR®®dcvs aaM.
1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F1336 or F 679.
The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM
D 1784.
2.0 The purpose of GPK in -line fittings is to convey municipal sanitary and industrial wastes, storm water runoff
and many other related applications. They are designed to be used in gravity flow and low pressure
applications not to exceed 10.8 psi. (74.5 kPa).
3.0 Injection Molded Fittings are produced in sizes 4" (100mm) through 12" (300mm) diameter.
Fabricated Fittings are produced in sizes 4" (100mm) through 36" (973mm) diameter. A fabricated fitting is
considered any fitting made from pipe or a combination of pipe and molded components.
4.0 Chemical Resistance GPK fittings resist attack from certain alcohols, alkalies, salt solutions, acids and other
types of chemicals. Refer to chemical resistant chart for suitability.
5.0 Marking. GPK fittings shall be marked with applicable size, "PVC", company name or logo, PSM and the
ASTM specification number (D 3034, F 1336 or F679). The fittings and/or packaging shall include the
manufacturer's date and shift code.
6.0 Testing. A test after installation of either low pressure air (Uni-B-6) or a water infiltration-exfiltration test is
recommended.
7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 %:% of base ID as shown in
table X1.1 of D 3034, and X2.1 of F 679.
8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings.
8.1 Backfilling. with proper material is important to achieve desired density in haunching area which
enables pipe, fitting and soil to work together to meet designed load requirements. This
eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used
properly, compacted continuously above and around the pipe and fittings as well as between
fitting and trench wall. A cushion of approved material up to a minimum of 12" (305mm) over the
fittings and between the trench walls shall be applied in accordance with the engineers'
specifications.
8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall
of the service line fitting and riser connection. Tamping can also be done by mechanical tampers
or by using water to consolidate the embedment material. Extreme unstable ground conditions
may require wider trenches to enable you to compact a larger area around the pipe and fittings to
the density consistent of the original ground surface conditions.
9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a minimum
depth of 3 feet (1 meter) at the property line and should be laid in straight alignment and uniform slope of
not less than %" per foot (20.8mm/meter) for 4" (100mm) nominal pipe and 1/8" (10.4mm/meter) per foot
for 6" (150mm) pipe. Where collection sewers are deeper than 7 feet (2 meters) a vertical standpipe or
stack is permitted but not recommended, consult the project engineer for proper installation details. Deep
sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated
the final backfill must be compacted to'a density compatible with those surface loads to be encountered.
9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to
prevent the newly backfilled trench from becoming a "French Drain". Before backfilling
completely there is a tendency for ground and surface water to follow the direction of the looser
soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or
eliminating the support needed. To avoid this problem the backfilling should be of greater
compaction. Tamping should be done in 4" (100mm) layers and continued in this manner all the
way up to the ground or surface line of the trench. Concrete collars or other concrete poured
around the fitting to stabilize unwanted movement is recommended to prevent water from
undercutting the underside of the pipe and fittings.
Summary: Due to various ground conditions and different situations, installation techniques vary widely.
We warranty our products to be free of manufacturer's defects. We will not replace the products
that are installed or used incorrectly. The design of the systems that our product is used in is a
factor that cannot be overlooked.
811 1
GPK FITTING SUBMITTAL SHEET
Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679
to be used in gravity flow or low pressure applications. Injection molded fittings are produced
in sizes 4" (100mm) through 12" (300mm) diameter. Fabricated fittings are produced in sizes
4" (100mm) through 36" (973mm) diameter.
Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the
requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality,
stiffness, impact resistance, dimensions and structural performance.
Extruded pipe components are made from PVC material with a minimum cell classification of
12454, 13343 or 12364 as defined in ASTM D1784.
Injection molded fittings are made from PVC material with a minimum cell classification of
12454 or 13343 as defined in ASTM D 1784.
Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM
D 2152 for properly fused PVC.
Impact Resistance:
Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg).
Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below:
4" — 5" 1S0 Ft-Lbs 6" — 8" 210 Ft-Lbs 10" — 36" 220 Ft-Lbs
(100mm — 125mm 203 J) (150mm — 200mm 284 J) (250mm — 973mm 299 J)
Impact Resistance:
Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg).
Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below:
4" 50 Ft-Lbs 6" — 8" 75 Ft-Lbs 10" — 12" 90 Ft-Lbs
(100mm 68 J) (150mm — 200mm 102 J) (250mm — 300mm 122 J)
Pipe Stiffness:
Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or
exceeds the requirements of ASTM D 3034 and F 679.
Pipe Flattening:
Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance
between the plates is 40% of the outside diameter of the pipe. There shall be no splitting,
cracking or breaking.
Pressure/Pressure Deflection:
Gasketed joints are tested in accordance with ASTM D 3212.
Pressure: 10 minutes @ 10.8 psi (74.5 kPa) + 10 minutes deflected @ 10.8 psi (74.5 kPa).
Vacuum: 10 minutes @ 22 in. Hg (74 kPa) + 10 minutes deflected @ 22 in. Hg (74kPa).
Branch Bending:
The chemically fused areas around the fabricated branches of tee, wye and tee-wye fittings
are tested to ASTM F 1336 to verify their strength and integrity.
Pipe Stop Support:
Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load
support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway
of the fitting.
Joining Methods:
Chemically Fused Solvent Weld Joints
Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855.
The Lap Shear Strength shall equal or exceed 900 psi (6205 kPa) @ 72 hours.
Heat Fusion Welded Joints (Butt Fusion Welds)
Elastomeric Seals (Gaskets)
Must meet all requirements of ASTM F 477 and D 3212.
Saddles:
Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square
inches (516 square cm) surface area which can be bonded to pipe.
Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches
(1032 square cm) surface area which can be bonded to pipe.
The worm drive saddle straps used to fasten the saddles are manufactured with corrosion
resistant 300 series AISI stainless steel.
GPK does not recommend gasket skirts where air tests are required.
Epoxy Reinforced Welds.
2
811
4" - 27" GASKETED SEWER FITTINGS
951 F,)?2 Y ,6Z S4C ZC? Cccf�=
4 T£� iIL�`tZv �Qifl.
Fittings are manufactured to ASTM D 3034 SDR 35, ASTM F 679 and ASTM F 1336 specifications.
SIZE
PART
NUMBER
LB/
100
(C)
(H)
(D)
FULL
�( &
REDUCING
TEE
GxGxG
SIZE
PART
NUMBER
LB/
100
(C)
(H)
(D)
4x4*
103-0044
145
4.99
2.70
2.70
27x6
1OM276
16600
20.25
16.75
10.25
6x4*
103-0064
308
6.69
3.64
2.67
27x8
103-0278
17500
21.25
17.75
11.25
D c
��J
H
"C'[ ,
H
+ }
FULL
REDUCING
TEE
GxGxG
6x6*
103-0066
443
7.87
4.78
4.78
27x10
103-2710
18500
22.25
18.00
12.25
8x4*
103-0084
550
6.39
4.73
2.60
27x12
103-2712
19500
23.25
18.50
13.25
8x6*
103-0086
651
7.34
4.76
3.55
27x15
103-2715
21200
24.75
20.25
14.75
8x8*
103-0088
780
8.30
4.51
4.51
27xl8
103-2718
232001
26.25
19.75
16.25
10x4
103-0104
1235
9.50
8.00
4.50
27x21
103-2721
258001
27.75
20.00
17.75
10x6
103-0106
1380
10.50
8.25
5.50
27x24
103-2724
29300
29.75
22.50
19.75
10x8
103-0108
1715
11.50
8.38
6.50
27x27
103-2727
33200
31.25
22.25
21.25
10x10
103-1010
19801
12.50
8.75
7.50
12x4
103-0124
17151
9.50
9.00
4.501
I 1
H
� +D T
FABRICATED
TEE
GxGxG
(C)
(H)
(D)
12x6
103-0126
1970
10.50
9.75
5.50
6x6
14340066
540
8.00
5.87
4.25
12x8
103-0128
2375
11.50
10.38
6.50
8x4
143-0084
800
8.50
7.00
4.13
12x10
103-1210
2675
12.50
9.75
7.50
8x6
143-0086
950
9.50
7.00
5.13
12xl2
103-1212
3050
13.50
10.75
8.50
143-0088
12061
11.00
7.75
6.63
15x4
103-0154
2690
10.50
10.38
5.25
15x6
103-0156
3000
11.50
9.88
6.25
15x8
103-0158
3380
12.50
11.38
7.25
15x10
103-1510
3740
13.50
11.00
8.25
"-C 'I
H
+ }
FULL
&
REDUCING
TEE
SxGxG
(C)
(H)
(E)
15x12
103-1512
4180
14.50
11.75
9.25
6x4
104-0064
400
7.00
5.88
7.50
15xl5
103-1515
5430
17.00
13.25
11.75
6x6
104-0066
525
8.00
5.75
8.50
18x4
103-0184
4900
12.87
12.12
5.87
8x4*
104-0084
547
6.39
4.73
7.35
18x6
103-0186
5300
13.87
12.12
6.87
8x6*
104-0086
645
7.30
4.76
8.25
18x8
103-0188
5800
14.87
13.00
7.87
8x8
104-0088
1210
11.00
7.75
11.50
18x10
103-1810
6400
15.87
13.37
8.87
10x4
104-0104
1175
9.50
8.00
10.00
18xl2
103-1812
7000
16.87
13.87
9.87
10x6
104-0106
1320
10.50
8.25
11.00
18xl5
103-1815
8100
17.87
15.62
10.87
10x8
104-0108
1645
11.50
8.38
12.00
18x18
103-1818
10200
21.87
15.12
15.62
10x10
104-1010
1910
12.50
8.75
13.00
21 x4
103-0214
7300
14.50
13.75
6.00
12x4
104-0124
1620
9.50
9.00
10.00
21 x6
103-0216
7900
15.50
13.75
7.00
12x6
104-0126
2905
10.50
9.75
11.00
21 x8
103-0218
8600
16.50
14.62
8.00
12x8
104-0128
2250
11.50
10.38
12.00
21x10
103-2110
9300
17.50
15.00
9.00
12x10
104-1210
2580
12.50
9.75
13.00
2lxl2
103-2112
10000
18.50
15.50
10.00
12xl2
104-1212
2975
13.50
10.75
14.00
2lxl5
103-2115
11400
20.00
17.25
11.50
15x4
104-0154
2595
10.50
10.38
11.00
21x18
103-2118
12800
21.50
16.75
13.00
15x6
104-0156
2905
11.50
9.88
12.00
21 x21
103-2121
15600
24.50
17.00
16.00
15x8
104-0158
3295
12.50
11.38
13.00
24x4
103-0244
10900
16.50
15.12
7.50
15x10
104-1510
3640
13.50
11.00
14.00
24x6
103-0246
11600
17.50
15.12
8.50
15xl2
104-1512
4085
14.50
11.75
15.00
24x8
103-0248
12400
18.50
16.00
9.50
15xl5
104-1515
5325
17.00
13.25
17.50
24x10
103-2410
13200
19.50
16.50
10.50
18x4
104-0184
4700
12.87
12.12
13.50
24xl2
103-2412
14100
20.50
17.00
11.50
18x6
104-0186
5100
13.87
12.12
14.50
24xl5
103-2415
15600
22.00
18.75
13.00
18x8
104-0188
5600
14.87
13.00
15.50
24x18
103-2418
17300
23.50
18.25
14.50
18x10
104-1810
6200
15.87
13.37
16.50
24x21
103-2421
19600
25.00
18.50
16.00
18xl2
104-1812
6800
16.87
13.87
17.50
24x24
103-2424
23600
28.50
21.00
19.50
18xl5
104-1815
7900
17.87
15.62
19.00
27x4
103-0274
157001
19.25
16.75
9.25
18xl8
104-1818
10100
21.87
15.121
22.50
6 410 *DENOTES MOLDED FITTING. ALL OTHERS ARE FABRICATED.
:1E
Iww
E:=
4" - 27" GASKETED SEWER FITTINGS
Fittings are manufactured to ASTM D 3034 SDR 35, ASTM F 679 and ASTM F 1336 specifications.
r
\PART
�
A
r
f
Ap� /�
/ \
L4
45 DEGREE EL
GxG
SIZE
NUMBER
LB/
100
(A)
(L)
(SD)
-G- SD
-
L
FABRICATED
90 DEGREE EL
GxG
SIZE
PART
NUMBER
LB/
100
(G)
(L)
(SD)
4'
121-0004
85
.99
3.32
2.33
6
92340006
501
T62
11.37
3.75
6'
121-0006
272
1.75
5.75
4.00
8
153-0008
1430
9.00
13.37
4.37
8'
121-0008
466
2.06
5.84
3.79
10
153-0010
1627
10.50
15.50
5.00
10'
121-0010
915
3.00
7.50
4.50
12
121-0012
1966
6.38
11.38
5.00
15
121-0015
3549
9.13
14.38
5.25
18
121-0018
7200
10.00
17.00
7.00
p SD
-
E
+ -0 SD
+
E
+ -
90 DEGREE EL
SxG
(D)(D)
(E)
(SD)
21
121-0021
11300
11.75
20.25
8.50
4'
124-0004
109
3.75
6.20
270
24
121-0024
16800
15.00
24.00
900
6'
124-0006
291
3.88
7.13
4.00
27
121-0027
22300
15.25
25.25
10.00
8'
124-0008
568
4.70
9.50
3.79
A ��
10
4
L f
FABRICATED
45 DEGREE EL
GxG
(A)
(L)
(SD)
10`
12
124-0010
124-0012
1055
2630
6.10
13.00
11.00
18.50
4.50
5.00
6
951-0006
377
3.00
6.751
3,75
8
151-0008
990
3.62
8.00
4.37
15
124-0015
4808
17.63
23.38
5.25
10
151-0010
1188
4.38
9.38
5.00
18
124-0018
10100
20.00
27.50
7.00
21
124-0021
16600
24.00
32.00
8.50
24
124-0024
23400
28.00
34.50
9.00
27
124-0027
32300
29.50
40.25
10.00
S \
,w
�L
A\p\�
f
45 DEGREE EL
SxG
(A)
(L)
(SD)
-DISDI-
E
FABRICATED
90 DEGREE EL
SxG
(D)
(E)
(SD)-00
4'
122-0004
76
.99
3.72
2.33
6
92406
473
7.62
11.87
3.75
6'
122-0006
246
1.75
5.85
4.00
8
154-0008
1430
9.00
13.87
4.37
8'
122-0008
550
2.06
6.80
3.79
10
154-0010
1557
10.50
16.00
500
10'
122-0010
843
3.00
8.00
4.50
-
12
122-0012
1880
6.38
11.88
5.00
15
122-0015
3444
9.13
14.88
5.25
18
122-0018
6800
10.00
17.25
7.00
1 - 44 and
46 - 89 DEGREE
FABRICATED
BENDS
GxG and SxG
Give
PK's Customer
Servic
a Depai
tment a
21
122-0021
10800
11.75
19.75
8.50
call
r the specifica
ions yof
need for
these
24
122-0024
15500
15.00
21.50
9.00
elbo
vs. Call us TOLL
FRER
at 1-8
-437-4
370
27
122-0027
21900
15.25
26.00
10.00
A Awl
'10
j
FABRICATED
45DEGREEEL
SxG
(A)
(L)
(SD)
Givesize
and angle
f elbo
neededfor
6
952-0006
349
3.00
7.25
3.75
ro
p p
r specification
p
8
152-0008
900
3.62
8.50
4.37
�
n
TWO-WAY
CLEANOUT
GXGXG
(C)
(H)
(D)
10
152-0010
1118
438
9.88
500
4'
993-0444
226
6.29
3.96
3.96
6'
993-0666
694
9.41
5.41
5.41
G -7--
` 1
[=y
-G► SD -
+ -
L
+
90 DEGREE EL
GxG
(G)
(L)
(SD)
4'
123-0004
128
3.75
6.45
2.70
-
6'
12340006
325
3.88
7.88
4.00
8'
123-0008
589
4.70
8.49
3.79
L
7 N
L
=
ADAPTER
SP X SP
6'
141-0066
128
(L)
3.12
(L)
3.12
(N)
.25
10'
123-0010
1135
6.10
10.60
4.50
12
15
123-0012
123-0015
2715
4913
13.00
17.63
18.00
21.88
5.00
5.25
18
123-0018
10400
20.00
27.00
7.00
21
123-0021
17200
24.00
32.50
8.50
24
1230024
24700
28.00
37.00
9.00
27
123-OW
32700
29.50
39.50
10.00
'DENOTES MOLDED FITTING. ALL OTHERS ARE FABRICATED 410 15
RL ALIA COMPANY
Submittal Cover Sheet
Project: Renton Hill Alley Sewer Replacement
WWP-27-3678
Contractor: RL Alia Company
Submittal No: 3
Submittal Title: Cast Iron Rings & Covers
Date: 8/1 /2013
Engineer's Comments:
Contractor Comments:
10013 MLK Jr Way S. ♦ Seattle, WA 98178
206.722.4800 ♦ 206.725.5932 Fax
RECESSED
UFT POCKET
y r - 5/8" - 11 N,C.
SOCKET HD SCREW
1 1/4" LONG
(BRONZE OR S.-S.)
1
Io oI
10 1 2 � OI
a
1 /2' x 2" RAISED
PADS
REV. DATE: 1-15-01
NOTES: OLYMPIC FOUNDRY INC.
*MATERIAL; CAST IRON ASTM A48, CL30
*SET PT#: 14-6251SET
ill" X 8" LOCKING CLEAN -OUT RING
& COVER
IAPPROXIMATE WEIGHT: RATING: H-20 PART NO. M1025
RING-70 LBS., COVER-40 LBS.
B
A
A
6x1/2
o I
3 REWTO T
D AHEAD OF CURVE
� I
R
A
1 026 1 /2
gs25 1 /4
4
6
024 5/' 8
034 1 /8
SECTION A -A
NOTES:
PARTS LIST
1. STANDARD BLACK PAINT
RING: 11-2949
2. FOR DETAILS, SEE RING & COVER
COVER: 11-2990
SEPARATELY
SET: 11-299OLSET
MAT: RING: DI ASTM A536 CL80-55-06: COVER: Cl ASTM A48
APX WT. 240 LBS.
DOC APPVD
DWN: EB 08/11/2008
TOLERANCES:
BY: DATE:
CHKD: CM 08/11/2008
x.x =:.� x.xxx=:.o3=a z
=t =t n
2
1
OLYMPIC FOUNDRY INC.
TITLE MH30 24 X 6 CITY OF RENTON RING & SEWER
COVER
RATING: H-20 IPART NO. 11-2990LSET
REV: A 1/09/09: BEEFED UP RIBS W/1" RADIUS' ALL AROUND REV
REV: B 1/20/09 CHANGED RIBS FROM 1/2" THICK TO 7/8" B
REV:
DWG NO: 11-299OLSET MH30 RENTON SEWER I SCALE: N/A I SH 1 OF 1
1
B
Q
X
Print Form
FA Number
WWP-27-3678
!ction
Renton Hill Alley Sewer Replacement 2013
rntractor
R. L Alia Company
Request for Approval of Material
County
King
Subcontractor
Date
7/30/13
For WSDUT Use Only
For assistance in completing, see Instructions and Example RAM # Z
Bid Material or Name and Location of Fabricator, Specification PE Hdqtr. Appr I Appel
File
Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No.
9,10 54" Pre -Cast Manhole Shope _Puyallup, WA !�
9,10 Grade Adjusting Ring Shope - Puyallup, WA
9,10 Kor-N-Seal Boots NPC - Milford, NH S
9,10 Besteal Gasket Bestfitt Gasket- Sumner, WA V !
9,10 6" x24" Ring and Cover Drain EJIW - Marysville, WA
i
i
I
Project Engineer Date ; State Materials Engineer I Date
i
i
Approval Action Codes for use by Project Engineer and State Materials Laboratory
1. Conditionally Approved: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project
2. Conditionally Approved: Submit Mfg. Cert of Compliance for'Approval' prior to use of material.
3. Conditionally Approved: Submit Cata+ og Cuts for 'Approval' prior to use of material.
4. Conditionally Approved: Submit Shop Drawings for 'Approval' prior to fabrication of material.
5. Conditionally Approved: Only 'Approved for Shipment' or 'WSDOT Inspected' material shall be used.
6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer.
7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action,
8. Source Approved:
9. Approval Withheld: Submit samples for preliminary evaluation.
10. Approval Withheld:
11.
Remarks: j.r�,�f-tom CcS sH,s i` F3E" try i`SEwr�,
Project Engineer Distribution State Materials Engineer Distribution
❑ Contractor Region Materials General File [] Signing Inspection
❑ Region Operations Engineer State Materials Lab Fabrication Inspection Other
DOT Form 35"71 EF
Revised 8/04 Print Form
ShQN e
concrete products
7/3/2013
R. L. Alia Company
107 Williams Ave. So.
Renton, Wa. 98055
Re: Renton Hill Alley Sewer Replacement - Renton, Wa.
To whom it may concern:
The items listed below for the above mentioned project will meet the specifications as listed in the
Standard Plans for the "Washington State Department of Transportation", the "Annual Book of
ASTM Standards", and the "Annual Book of AASHTO Structures Standards".
Specifications of Materials and Compliance
54" Pre -Cast Manhole -- WSDOT B-15.20-00 / ASTM C478 (AASHTO M199)
Grade Adjusting Ring -- WSDOT B-30.90-00 / ASTM C478
Kor-N-Seal Boots — ASTM 923
Bestseal Gasket -- per specifications Bestfitt Gasket Co
6"x24" Ring & Cover Drain Lkg -- ASTM A48 Class 35B
Sincerely,
r�
Gary Pattee CEO I Job Coordinator
Submittal by: (Please select)
1618 East Main • Puyallup, Washington 98372 • Phone: 253.848.1551 • Fax: 253.845.0292
µ wwshopeconcrere.com a Call Toll Free 1.800.422.7560 0 Email: su rottln�shopeconcrete com
sh Q e
concrete products
Customer Name: R. L. Alia Company p
Project Name: Renton Hill Alley Sewer Replacement - Renton, Wa.
Date: 7/3/2013
This document specifies a list of materials and compliance requirements for all products manufactured and produced by
Shope Concrete.
Items:
Cements
Portland Cement — Type I, II,
Conforming ASTM Std:
C150-07, AASHTO M-85
Aggregates
Building Sand #8725. [dry cast & wet cast] C33
3/8" crushed #8840 [dry cast] C33
3/8" round #8490 [wet cast] C33
Building Sand [dry cast & wet cast] C33
3/8" round pea gravel [wet cast] C33
Reinforcement & Steps
Reinforcing Rebar
Reinforcing Mesh
Polypropylene Ladders / Steps
Admixtures
Sikaplast 500 [dry cast]
SikaSet NC [dry cast & wet cast]
ViscoCrete 2100 [wet cast]
Rapid 1 [wet cast]
Sika 4R [wet cast]
Additional information
A615, GR60
A-185, A-82, A-497
D-4101
ASTM C-494, Types A, F
ASTM C-494, Types A, F
ASTM C-494, Types A, F
ASTM C-494; Types A,F
ASTM C-494; Types, A,F
Supplier:
Cal Portland
Ash Grove Cement
LaFarge
Cal Portland
Cal Portland
Cal Portland
Miles Sand & Gravel
Miles Sand & Gravel
Weyerhaeuser
Davis Wire Corp.
Lane International
Sika Corp,
Sika Corp.
Sika Corp.
Sika Corp.
Sika Corp.
• All manufactured products listed on our catalog are constructed in accordance to ASTM and AASHTO Standards
• Shope shipping policy statement states product will not be shipped until 4000 psi is met or exceeded
• Shope Concrete is an approved listed supplier for WS-DOT and meets or exceeds all WS-DOT Standards
• All products meet or exceed Seattle & Tacoma Standard Plans
IeAirl�-- -
Erik Hall
VP IQC Manager i IT
Gary Pattee
CEO I Job Coordinator
1618 East Main • Puyallup, Washington 98372 • Phone: 253.848.1551 • Fax: 253.845.0292
«�,A,.shopeconcrete.com 0 Call Toll Free 1.800.422.7560 0 Email: s4,tvrvgshoKoncrete.com
manhole products
Cone Reinforcing
Manhole Wall Reinforcing
Base Slab Reinforcing
Hole or Knock Out Dimensions
Conformity Standards
Options Available
s• 9p v www.shopeconcrete.com
�e
additional manhole items
Ring Reinforcing
Step Cut Outs
S/ v www.shopeconcrete.com
��gp�
Stainless Ste
Korband
Reinforced Nylon W
or
Stainless Wedg
KOR-N-SEAL® I & lI
FLEXIBLE PIPE -TO -MANHOLE CONNECTORS
SPECIFICATION SHEET
Stainless Steel
Pipe Clamp
EPDM OR
LYISOPRENE .
KOR-N-SEAL I - WEDGE KORBAND CONNECTOR ASSEMBLY
Install Kor-N-Seal I - Wedge Korband
with Socket Wrench & Torque Limiter
Install Kor-N-Seal II - Wedge Korband
with Standard Torque Wrench
Install Pipe Clamp(s)
with T-Handle Torque Wrench
www.npc.com
250 Elm Street • P.O. Box 301
Milford, NH 03055, U.S.A.
02 Tel: 603-673-8680 • 800-626-2180 • Fax: 603-673-7271
05/06
/( KOR-N-SEAL® i & 11
Flexible Pipe -to -Manhole Connectors
npc
SPECIFICATION SHEET
PERFORMANCE
Head Pressure C923 - 7.1
0' - 13 psi (30 ft) for 10 min.
+13 psi for 10 min.
7' - 10 psi (23 ft) for 10 min.
+10 psi for 10 min.
Deflection Test C923 - 7.2.2
7' in any direction
Over 7' in any direction
Load Test C923 - 7.2.3
150 Ibs/iinpipe dia.
Over 150 Ibsfin. pipe dia.
Performed on all standard sizes of Kor-N-Seal Connectors.
RESILIENT EPDM OR POLYISOPRENE RUBBER
Conforms to ASTM C923
bw_�
�'
Chemical Resistance D543, at 22'C for 48 h
1 N Sulfuric Acid
No weight loss
No weight loss
1 N Hydrochloric Acid
No weight loss
No weight loss
Tensile Strength D412
1200 psi
1580 psi
Elongation at Break
350% min.
500 %
Hardness D2240 (shore A durometer)
t 5 from the manufacturer's
48 t 5
specified hardness
Accelerated Oven -Aging D573 70 t 1'C for 7 days
Decrease of 15%, max. of original
10.1% tensile decrease
tensile strength, decrease of
14.0% elongation decrease
20% max. of elongation
Compression Set D395, method B, at 70°C
Decrease of 25%, max.
13% decrease
for 22 h
of original deflection '
Water Absorption D471, immerse 0.75 by 2-in.
Increase of 10%, max.
.8% increase
specimen in distilled
of original by weight
water at 70'C for 48 h
Ozone Resistance D1171
Rating 0
Rating 0
Low -temperature Brittle Point D746
No fracture at -40°C
No fracture at -40'C
Tear Resistance D624, method B
200 Ibf/in.
No tear at 210 Ibfiin.
INTERNAL KORBAND
Conforms to ASTM C923, ASTM A666, and A240
— Korband Assembly is manufactured of 300 series stainless steel.
— Toggle Expander is made of 300 series stainless steel.
— The 106/406 series Wedge Expander is made from reinforced nylon or 300 series stainless steel.
— The 206/306 series Wedge Expander is made from 300 series stainless steel.
EXTERNAL PIPE CLAMP
Conforms to ASTM C923, ASTM A666, and A240
External take-up clamps are manufactured of 300 series stainless steel. www.npc.com
250 Elm Street • P.O. Box 301
Milford, NH 03055, U.S.A.
Tel: 603-673-8680 • 800-626-2180 • Fax: 603-673-7271
��
GASKET CO.. INC.
January 01, 2013
Shope Concrete Products
1618 E. Main
Puyallup WA 98372
CERTIFICATE OF COMPLIANCE
This Letter is to certify that the Polyisoprene used to manufacture gaskets by our firm meets and
exceeds the physical properties requirements for Standard Gaskets as stated in ASTM C-443,
C-361, AASHTO M-198.
Gasket Sizes: 12",15",18", 24", and %" MH with 1PC Profile and 48" MH, 54""MH, 60"
MH, and 72" MH with HCC Profile. 84" Pipe gasket 1-1/16" O-ring.
Rubber Compound meets or exceeds the following ASTM Specifications:
ASTM D 412-98 Tensile, Elongation, Tension %
ASTM D 2240 - Durometer
ASTM D 395B - Compression Set %
ASTM D 573 - Rubber detention
ASTM D 471 - Water absorption, oil resistance
ASTM D-.1171 Ozone Resist Rating
ASTM D624. Tear PPI
ASTM D297 - Specific Gravity
All raw rubber compound and gaskets manufactured' in the U.S.A.
Lab Material Sheets are available upon request. .
This certification does not guarantee any field or testing performance criteria. These criteria are controlled by the
pipe dimensions and tolerances, as well as field installation techniques; and are therefore outside the control ofthe
gasket manufacturer.
e ly,
ant Davis
President
BestFitt Gasket Co. Inc.
3107 142nd Ave. E. Suite 101 * Sumner, WA 98390 - (253) 863-9521 FAX (253) 863-4339
(3) BOLTS
(SEE DETAIL)
RENT01
AHEAD OF THE CURVE
DRAIN
v" N Usk
PLAN VIEW
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16"
DIA B.C. (SEE DETAI
BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
25` DIA. 5/8"-11 X 1.5 SS
1` 3/4" W/ SS & RUBBER WASHERS
I_ 8 3/4" 2 1/2"
TYP
SECTION VIEW
26 1 /2" DIA
25 1/4" DIA-]
1/4• DIA 1 1/16"
NEOPRENE GASKET
L 13/16"
5/8"T 23 3/8" DIAL
27 5/16" DIA
34 1 /8" DIA
BOLT DETAIL
2" STACKJ
STACKING DETAIL
CONFIDENTIAL This drawing is the property of East Jordon Iron Works, Inc. and embodies
confidential information, trade secret information, and/or know how that is the property of
East Jordan Iron Works, Inc. 0 Copyright 2007 East Jordan Iron Works, Inc.
W EAST)ORDAN
IRON WORKS ESTAaa]l
800-626-4653
www.ejiw.com
MADE IN USA
PRODUCT NUMBER
00371573
CATALOG NUMBER
3715ZPT
3717C1PT
ASSEMBLY
LOAD RATING
HEAVY DUTY
UNDIPPED
MATERIAL SPECIFICATION
COVER — GRAY IRON
ASTM A48 CL35B
FRAME — GRAY IRON
ASTM A48 CL35B
OPEN AREA
N/A
4 DESIGNATES MACHINE
SURFACE
DRAWN I DATE
SMH 04/16/07.
LAST REVISED I DATE
REFERENCE INFORMATION
00371781
00371512
Print Form
Request for Approval of Material
Contract FA Number SR Date
WWP-27-3678 7/30/13
Section County
Renton Hill Alley Sewer Replacement 2013 King
Contractor Subcontractor
R. L. Alia Company
For assistance in completing, see Instructions and Example
For se n y
RAM #
Bid i Material or I Name and Location of Fabricator, Specification
Item No. Manufacturer's Product/rype Manufacturer or Pit Number Reference
PE
Appr'I
Code
I Hdqtr.
I Appr'I F'le
Code No.
S
13 Trench Backfill Cadman - Pit PS-A-511
14 CSTC Cadman - Pit PS-A-511
- - — !
I
-
8 Washed Pea Gravel Miles Sand - Pit B-345
8 Washed Pea Gravel Stoneway - Pit B-231
l
14 CSTC Stoneway - Pit B-231
i
Project Engineer Date State Materials Engineer
Date
Approval Action Codes for use by Project Engineer and State Materials Laboratory
1. Conditionally Approved: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be
incorporated into project.
2. Conditionally Approved: Submit Mfg. Cert. of Compliance for'Approval' prior to use of material.
3. Conditionally Approved: Submit Catalog Cuts for Approval' prior to use of material.
4. Conditionally Approved: Submit Shop Drawings for 'Approval' prior to fabrication of material.
5. Conditionally Approved: Only 'Approved for Shipment' or 'WSDOT Inspected' material shall be used.
6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer.
7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action.
8. Source Approved:
9. Approval Withheld: Submit samples for preliminary evaluation.
10, Approval Withheld:
11.
Remarks:
���A�r r'T✓ 7t� �+� M r wa.>S �rrZ �i iX z�O. ..aC � �.rC�
i-roject rngineer uistriouuon
El Contractor Region Materials
❑ Region Operations Engineer State Materials Lab
DOT Form 350-071 EF
Revised 8/04
Mate materials tngineer Uistribution
General File ❑ Signing Inspection
Fabrication Inspection ❑ Other
Print Form
Aggrcgate Source Approval Report Page 1 of 1
WO4�7� Washi"llonState WSDOT MATERIALS LAB 07/15/2013
Department of Transportation
Aggregate Source Approval Report
Owner. Cadman, Inc. Aggregate Source: PS-A-511
Lessee: Cadman Inc. Known as: Black Diamond Pit
Located in: 51/2 Section 24 T21N R6E County: King
Remarks:
Concrete Degradation Value=60... 05/15/2012 BH
Pit Run Materials:
At the discretion of the Project Engineer, preliminary samples for Gradation and Sand Equivalent tests may be performed to determine if the
material does in fact meet the specification for the Intended use:
Backm for Rock Wag Bacidill for Sand Drains Bed&V Materiel for Rigid Pipe
Bedding Material for Thermoplastic Pipe Blending Sand Foundation Material for Classes A. B or C
Gravel Badkfill for Drains and Drywells Gravel Baidddl for Foundation Class 8 Gravel BadcRl nor Pipe Zone Bedding
Gravel Baddill for Wags Gravel Borrow Sand Drainage Blanket
Select or Common Borrow
No Preliminary Tests are required to be performed by the State Materials Lab
Gravel Ease: Test Date: 02/20/2009 Expiration Date: 02/20/2014
Drainage: Free R Value: 65 Swell Pressure: 0
Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of GRAVEL
BASE is required prior to use.
Mineral Agg. and Surfacing: Test Date: 04/30/2012 Expiration Date: 04/30/2017
Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.72 Bulk Sp. G.:
Deg: 72 LA: 13
Currently approved as a source of aggregate for:
ATS Ballast BST Crushed Cover Stone
BST Crushed Screenings Crushed SurfacYq Base Course Crushed Surfacing Key stone
Crushed Surfacing Top Course Gravel Ba xdtll for Foundation Class A HMA Otter Courses
HMA Wearing Course Maintenance Rode Permeable Ballast
Acceptance tests need to be perforred as necessary.
Portland Cement Concrete Aggregates: Test Date: 05/1012012 Expiration Date: 05/10/2017
ASR - 14 Day: 0.294 ASR - One Year. CCA Absorption: 1.34 CCA Sp.G. Z598
FCA Absorption: 1.98 FCA Organics: 2 FCA Sp. G: 2 LA: 12
Mortar Strength: Petrographic Analysis:
Currently approved for:
Coarse concrete Aggregates
Fine Concrete Aggregates
ASR MITIGATION MEASURES ARE REQUIRED PER WSDOT STD. SPEC, 9-03.1(1), WHEN USING AGGREGATE FROM THIS SOURCE FOR PORTLAND
CEMENT CONCRETE.
Acceptance tests need to be performed as necessary
Riprap and Quarry Spalls: Test Date: Expiration Date:
Please see Remarks for Riprap and Quarry Spalls results.
Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of RIP RAP
AND QUARRY SPALLS is required prior to use.
Distribution: Physical Testing Project Engineer Region Operations __ Region Materials
Aggregate Source Approval System
htti)://www.wsdot.wa.L,ov/bir/mats/asa/ASARenort.cfm?nre.fix=A&-nit nl1=511 7/15/701I
July 15, 2013
R.L. Alia
Renton, WA
Project: Renton Hill Alley Sewer Replacement
Subject: Aggregate Submittal Package
Dear David,
Cadman, Inc.
suite 100
7554 /85th Avenue NE
PO Box 97038
Redmond, WA 98073-973a
425.867.1234
r 425-961.4046
www.cadnian.mn
This letter certifies that the materials listed in the table below meet the specifications you have
provided, for the above referenced project. You will also find multiple sources for many of the
products to accommodate flexible transportation options.
PRODUCT
Pit #1
Redmond
A-510/460
Pit #2
High Rock
D-3091336
Pit #3
Sky River
D-191/351
Pit #4
B. Diamond
A-511/455
Pit *5
Issaquah
A-189
Pit #6
Seattle
X-125
Pit #9
North Bend
AA60
Pit #11
Gold Bar
D-351
Trench Backfill
X
CSTC
X
Please also find attached:
■ WSDOT Aggregate Source Approval Report for each source
■ Sieve Analysis reports for each product from each source except
Spalls & Rip Rap
■ Permit Information for disposal sites
In the case that you find the need for additional products, or should any of the products listed
above become available at additional locations, we will be happy to submit further data to
meet your needs.
Please feel free to contact me directly with any questions. I can be reached through my office
at (425) 961-7386, or my cell at (425) 864-0050. All of us at Cadman thank you for your
continued patronage,
Sincerely,
xlz4e-
Mitch San Sebastian
Sales Representative
i
Bankrun Gravel for Trench Bpgktill
1000 i 1/2 11 5/8, 117 3/1r' 114"
900
AL AL Soo-_-
z 1
W
U 40.0
a
300 .- .- --- -
200 • .........................
CADMAN
0
Ica
00
100.0 100 1.0 0.1
GRAIN SIZE )mm)
Black Diamond
8200
I
SIEVE
SIZE
METRIC SIEVE ACCU.M WT.
R17- I RETAINED
ACCI:Nt. %
RETAINED
ACCUM .
PASSIN(I
B.R Gr. fm Tr. R F
9.03 19
DATE SAMPLED: 2/27/13
4"
100.0 0.00
0.0
100.0
SOURCE: A51I
3"
75.0 0.00
0.0
100.0
TESTED BY: Mark J
2 1/2"
62.5 0.00
0.0
100.0
100
SAMPLED BY: Mark.1
2"
50.0 0.00
0.0
100.0
75-100
1 1/4"
31.3
295.10
2.1
97.9
1 "
25.0
1203.10
8.4
91.6
3/4"
19.0
2270.00
15.8
84.2
3/8"
9.5
4994.00
34.8
65.2
1/4"
6.3
03,10,00
44.0
56.0
#4
4.75
7105.10
49.5
50.5
22-100
# l 6
1.18
300.3
71.6
28.4
#40
0.425
578.9
92.0
9.0
4100
0.150
644.6
96.9
3.1
WF.T4200
0.075
671.5
98.8
1.2
0-10
SPLIT PAN WT.= 6877
SAMPLE W 1'
14353.70
N•h•= 1 78 1 30 Min
5-8 Top Course (CSTC)
1000
90.0
80.0
70.0
L5
60.0
a 500 -
z
W
400
300
20.0
t00
0.0
1 Do
CADMAN
Bye-
IM
3W
114"
-----...............
10.0
010
Black Diamond
r200
10 D.1 0.0
GRAIN 912E (turn(
SIEVE
SIZE
NIE7fl1C SIEVE
SIZE (-)
A(CC1.1 WI
RETAILED
ACCLM F
KETAMD
ACCV\I 1.
PASSING
CSTC
9-019(1)
DATE SAMPLED: 3/7/13
1 1/2"
1"
37.5
25.0
0.00
0.00
0.0
0.0
100.0
100.0
_
SOURCE: A511
TESTED BY: Ben .1.
3/4"
19.0
0.00
0.0
100.0
99-100
SAMPLED BY: Ben .1.
5/8"
16.0
0.00
0.0
100.0
COMMENTS:
1/2"
12.5
95.10
3.9
96.1
80-100
3/8"
9.5
362.50
14.9
85.1
1 /4"
6.3
892.20
36.7
63.3
#4
5.0
1278.70
52.6
47.4
46-66
# 10
2.0
138.4
60.0
40.0
#40
0.425
726.0
91.2
8.8
8-24.
WET#200
0.075
807.3
95.5
4.5
0-10
SPLIT PAN WT.- 892.3
SAMPLE WT
2431.OU
40 n
1 a.r..= 1 i4 1
MILE . S.
SAND AND GRAVEL COMPANY
ATTN:
David P.
CUSTOMER
RL Alia Company DATE 6/25113
PROJECT
Renton Hill Alley Sewer Replacement PROD. NO.
LOCATION
Renton, Wa.
SOURCE
Auburn Yard / Fennel Pit PIT NO. B-345
MATERIAL
Washed Pea Gravel
SPECIFICATION AASHTO Grading #8
COMMENTS Miles'Prod. No.1100 #200 wash performed.
PREPARER: S. Ruff
SCREEN
AVERAGE
PASSING
SPECS.
3/4"
100
100
100
1 /2"
100
99.5-100
---
3/8"
87.7
85-96
85-100
1 /4"
45.6
38-58
---
#4
20.3
12-25
10-30
#8
1.4
0.5-2.0
0-10
#16
0.1; .
0.1-0.5
0-5
#200
0.1
0-0.3
0-1.0
Stoneway Concrete Technical Services
Aggregate Sieve Analysis
PROJECT:
DATE: 5/25/13
LOCATION: Houser.Plant
SAMPLE SOURCE: Plant Belt
SAMPLE NO.:
SAMPLE DESCRIPTION: AASHTO
NO.8
AGGREGATE SIZE: 3/8"
TESTER: Adam Gaunt
SIEVE WEIGHT,
WEIGHT
PERCENT
SIZE RETAINED
PASSING
PASSING
SPECIFICATION
1 /2" 0
0
100.0
100
3/8" 5
0
100.0
85 to 100
#4 1125
86
14.0
10 to 30
#8 1296
99
1.0
0 to 10
#16 1297
99
1.0
0 to 5
#200 1302
100
0.0
PAN 1307
WET SAMPLE: 1343
DRY SAMPLE: 1307
PAN TARE:
TOTAL MOISTURE: 2.6
FM (SAND):
ASTM C 136
ASTM C 33
� jcTR
Aggregate Sieve Analysis Results
Soil Description and Source
Material Type Top Course
City of Seattle 9.03.9(3)
Source Sumner Mine
WSDOT Pit I.D.# B-231
Date Obtained March 11, 2013
Test results by Bordua Testing Labs
Sand Equivalent
70
Fracture
98.0%
LA Wear
16.3%
Degradation
96.0%
CTI Product ID
1000
100%
90%
80%
70%
ro
60 %
50%
a,
L 40%
to 30%
20%
10%
0%
Sieve
Size
Percent
Passing
I Spec
Min
Spec
Max
3/4"
100.0%
99%
100%
1/2"
85.0%
80.0%
100.00/0
3/8"
62.0%
#4
47.0%
46.0%
66.0%
# 10
31.0%
#40
12.0%
#200
3.4%
0.0%
10.0%
GRAIN SIZE DISTRIBUTION
Particle Size
2720 E.Valley Hwy. East Sumner WA 98390
P.O. Box 1850 Sumner, WA 98390 Seattle (253)850-1775 Tacoma (253)8634556 Fax(253)850-1797