6.2014 concrete testing field reports.pdfField/Material RepOrt Report #: 082256
A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052
Phone 425.881.5812 Fax 425.881.5441
Client Name: Echelbarger Investments
Contact: Jeremy Bell
Client Address: 4001 198th St S.W. #2
Lynnwood, WA 98034
Project Number. 14-363
Permit# PLN2012-0043
Project Name: Shaw Lane Detention Vault
Address: 8620 218th St, S.W.
Date:
6/2412014
Supplier:
Concrete NW
Air Temperature:
57 F
Material Data:
Concrete
Concrete Temperature:
68 F
ASTM C 1064
Plant Number
125
Air Content:
%
ASTM C 231
Mix Number:
02550
Slump:
5.5 "
ASTM C 143
Truck Number:
c146
Time Sampled:
7:45:00 AM
Ticket Number.
154482
Added Water:
5
ByWhom: Contractor
Number of Samples:
5
Air Entrainment (oz/yard):
Yards placed:
26161.5
Admixtures (ortyard)):
MB20ON
21
Design Strength: 4000
Inspection Performed: Reinforced Concrete
Location: Vaultwalls
Grid Lines:
Remarks: Resteel at the above noted locations per plans. Mix machanlcally well vibrated. Water added at jobsite within
allowable. Note S1, S2, assisted by AAR Testing Jorden Gabrys.
Sd Conforming to approved plans Inspector: Jacobson, Dennis 2nd Inspector:
3rd Inspector:
Samples Tested In Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID Test Date Age Size Area Set # Total Load
1405247 7/1/2014 7 4X8 12.56 1/1 52070
PSI Method Fracture Type
4150 C 1231 Shear
Distribution: 0 Client R] Contractor F] Owner Date Mailed:
Municipality Engineer Architect Tested By. Mike Blackwell
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maxlmum-minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except In full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.
Field/Material RepOrt Report #: 083255
A-A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052
Phone 425.881.5812 Fax 425.881.5441
Client Name:
Echelbarger Investments
Project Number: 14-363
Contact:
Jeremy Ball
Permit # PLN 21120043
Client Address:
4001 198th St. S,W. #2
Project Name: Shaw Lane Detention Vault
Lynnwood, WA 98034
Address: 8620 218th St. S.W.
Date:
6119/2014
Air Temperature: 68 F
Supplier:
Concrete NW
Concrete Temperature: 70 F ASTM C 1064
Material Data:
Concrete
Air Content: % ASTM C 231
Plant Number:
125
Slump: 5.5 " ASTM C 143
Mix Number:
02550
Time Sampled: 12:45:00 PM
Truck Number:
c013
Added Water: 15 ByWhom: Contractor
Ticket Number:
154361
Air Entrainment (ozlyard):
Number of Samples:
5
Admixtures (oz/yard)) : MB 20ON 21.2
Yards placed:
31183
Design Strength: 4000
Inspection Performed: Reinforced Concrete
Location: Footings and slab on grade for detention vault.
Grid Lines:
Remarks: Resteel for slab conforms to note #7 on S2 of plans and note #6. Resteel for footings conform to footing schedule
and details and notes on S2 of plans. Covers and clearances properly set. Lap splices conform to plans. Water
stop in place as required. Concrete placed by pump and consolidated using a vibrator.
FV� Conforming to approved plans Inspector: Matthews, Bill 2nd Inspector:
3rd Inspector:
Samples Tested In Accordance with ASTM: C 1231 C 31 C 172 C 39
Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type
1405143 6/26/2014 7 4X8 12.56 1/1 42430 3380 C 1231 Cone
Distribution: 91 Client Fv] Contractor F1 owner Date Mailed:
Municipality Engineer Architect Tested By: Mike Jarbeau
Distribute Other Reviewed: Mike Blackwell
All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section
10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client
and A.A.R. Testing Laboratory, Inc. Reproduction except In full, without the written consent of A.A.R. Testing Laboratory is strictly
forbidden.