Report (18) Seat &Office
MAYES TESTING ENGINEERS, INC.
Suile 1CO arvalleyRoad
Lyrnnaod WA 98036
0425.7429360
fax 425.745.1737
Tacoma Office
10029 S. Taooma Way
March 9, 2011 Suite E-2
Tacoma WA 98499
0253.584.3720
City of Tigard fax 253.5843707
Building Official PbraandOlfice
13125 SW Hall Blvd 7911 NE33rdDrive
Tigard, OR 97223 Suite 190
Pcdarxi, OR 97211
0503.281.7515
fax 5032817579
RE: FINAL SUMMARY REPORT
Auto Zone #3756 Tigard
13405 SW Pacific Highway
Tigard, OR
Permit No.: BUP 2010 - 00169, BUP 2010 -00215 (Racking)
Project No. P10191
Gentlemen:
This is to certify that in accordance with Section 1701 of the State Building Code, we have
performed special inspection on the below listed items per our daily reports, copies of which have
been sent to you.
Reinforced Concrete
Expansion Anchor
Structural Steel Erection and Welding
Structural Masonry
To the best of our knowledge all work inspected was performed in accordance with, or corrected to
conform to, the approved drawings or engineer approved changes and in conformance with the
applicable workmanship provisions of the State Building Code and Standards.
Respectfully,
MAYES TESTING ENGINEERS, INC.
MAYES TESTING ENGINEERS, INC Portland
f 7911 NE 33rd Drive
Suite 190
m a t °' :.n Wire , ,. Portland OR 97211
ph 503 281 7515
CONCRETE LABORATORY TEST REPORT fax 503 281 7579
Project Name: AutoZone Tigard #3756 Project No: P10191
Site Address: 13405 SW Pacific Highway Issued on: 03/22/11
Tigard, OR Sample Set ID: 272680
Client: Corstone Contractors, LLC Permit # (s): BUP2010 -00169
Original: WI
Engineer:
Revised:
Contractor: Corstone Contractors, LLC
FIELD DATA
ASTM C31 and C172
Air Temperature: 47 °F Actual I Mix Proportions:
Weather: Cloudy Ingredient Weight (per cu.yd)
Product: Concrete
Supplier: Knife River Cement - -Type I 559.0 lbs
Coarse Aggregate 1,852.2 lbs
Batch Plant Location: Daravair 3.9 oz
Ticket Number : 3612444 Fine Aggregate 1,027.5 lbs
MixDesign ID : 40N18200 Fly Ash 97.5 lbs
Sample Temp. Initial Storage Temp. Entrained Air
Water 239.4 lbs
(ASTM C1064) (ASTM C31) I (ASTM C231) WRDA - 26.0 oz
65 °F NR 5.3%
Water /Cement Ratio: Slump (ASTM C143) I Sample(s) Rec'd: Required Strength: (f'c)
0.365 4.5" 02/22/11 4000 psi @ 28 days
LPlacement Location and Notes:
Exterior east slab parking and trash enclosure. 7 gallons of water added to load on site (included above).
COMPRESSION TEST RESULTS
(ASTM C31, C39, C617, C1231, C780, C109, C1019 or AASHTO T22 when applicable)
Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Area Strength (psi) Type of Fracture
1 02/21/11_ 0007 1 0751 11 02/28/11 1 7 1 4 x 8 58880 4.00 1 12.57 II 4690 Type 2
02/21 /11 0007 1 0752 j 03/21 /11 i 28 ; 4 x 8 76490 4,01 H _ 1 , 6060 Type 5 1*
02/21/11 0007 11 0753 H 03/21/11 ` 28 11 4 x 8 H 71340 4.01 152.63 H 5650 Type 2 I'
02/21/11 0007 H 0754 H 03/21/11 1 28 ; 4 x 8 71880 4.00 i 12.57 5720 Type 5 ;'
Remarks:
Technician(s): Mahar, G. Reviewed by:
Tested by: Schneider, C.
t �
r
i Mark A. Galusha, P.E.
Branch Manager
Notes.
Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc
See ASTM C39, for full description of the Type of Fracture.
All testing performed in accordance with applicable ASTM's except C -31, 10.1.2, C -780, MTE 1050 -1C, Rev 4, 08i22i07
A 6.6.1.3, C -1019, 9.6 - "recording field temperature"
MAYES TESTING ENGINEERS, INC Portland NE rd Drive
Suite 190
�'. ,'' . „, „A' :;' 1' Portland OR 97211
ph 503 281 7515
CONCRETE LABORATORY TEST REPORT fax 503.281.7579
Project Name: AutoZone Tigard #3756 Project No: P10191
Site Address: 13405 SW Pacific Highway Issued on: 03/12/11
Tigard, OR Sample Set ID: 272643
Client: Corstone Contractors, LLC Permit # (s): BUP2010 -00169
Engineer:
Original:
Revised: i '
Contractor: Corstone Contractors, LLC
FIELD DATA
ASTM C31 and C172
Air Temperature: 42 °F Actual j Mix Proportions:
Weather: Cloudy Ingredient Weight (per cu.yd)
Product: Concrete
Supplier: Knife River Cement - -Type I 556.0 lbs
Coarse Aggregate 3/4" 1,845.0 lbs
Batch Plant Location: Daravair 3.8 oz
Ticket Number : 3612355 Fine Aggregate 1,017.0 lbs
MixDesign ID : 40N18200 Fly Ash 101.0 lbs
Sample Temp.
I Initial Storage Temp. Entrained Air Water 245.0 lbs
(ASTM C1064) ' (ASTM C31) (ASTM C231) WRDA - 26.2 oz
67 °F NR 6.8%
Water /Cement Ratio:) Slump (ASTM C143) I Sample(s) Rec'd: i Required Strength: (fc)
0.373 4" 02/12/11 4000 psi @ 28 days
Placement Location and Notes: 1
Set 1 of 2. Parking lot paving pour #2 at SW entrance. Sampled at 11 yards of 75 cubic yards placed at north edge
at Pour #1 joint at 9:55 AM.
COMPRESSION TEST RESULTS
(ASTM C31, C39, C617, C1231, C780, C109, C1019 or AASHTO T22 when applicable)
Date Made Sample # Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Area Strength (psi) Type of Fracture
02/11/11 0005 I 0601 11 02/18/11 1 7 4 x 8 50340 4.00 I _ j 4010 Type5
02/11/11 0005 0602 03/11/11 281 4 x 8 1 63330 4.00 1 12.5 5040 Type 1
02/11 /11 0005 0603 k 03/11/11 28 4 x 8 H 61640 4.01 1 12.63 1. 4880 Type 5 1
02/11/11 0005 0604 1 03/11 /11 1 28 4 x 8 62100 4.00 jj 12.57 k 4940 Type 6J *
Remarks:
Technician(s): Dohrman, K. Reviewed by: 7
Tested by: Schneider, C. , .
Mark A. Galusha, P.E.
Branch Manager
Notes:
Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc.
See ASTM C39, for full description of the Type of Fracture.
All testing performed in accordance with applicable ASTM's except C -31, 10.1.2, C -780, MTE 1050 -IC. Rev 4, 08122107
A 6.6.1.3, C -1019, 9.6 - "recording field temperature"
MAYES TESTING ENGINEERS, INC Portland
7911 NE 33rd Drive
Suite 190
@ � � ua . Portland OR 97211
ph 503 281 7515
CONCRETE LABORATORY TEST REPORT fax 503.281.7579
Project Name: AutoZone Tigard #3756 Project No: P10191
Site Address: 13405 SW Pacific Highway Issued on: 03/12/11
Tigard, OR Sample Set ID: 272644
Client: Corstone Contractors, LLC Permit # (s): BUP2010 -00169
Engineer: Original: IV
Revised: _,
Contractor: Corstone Contractors, LLC
FIELD DATA
ASTM C31 and C172
Air Temperature: 52 °F Actual I Mix Proportions:
Weather: Cloudy Ingredient Weight (per cu.yd)
Product: Concrete
Supplier: Knife River Cement - -Type I 567.5 lbs
Coarse Aggregate 3/4" 1,848.0 lbs
Batch Plant Location: Daravair 3.9 oz
Ticket Number : 3612365 Fine Aggregate 1,019.0 lbs
MixDesign ID : 40N18200 Fly Ash 95.5 lbs
Sample Temp. Initial Storage Temp. Entrained Air ` Water 246.0 lbs
(ASTM C1064) 1' (ASTM C31) (ASTM C231) WRDA - 26.0 oz
73 °F NR 5.1%
Water /Cement Ratio: j Slump (ASTM C143) ( Sample(s) Rec'd: Required Strength: (f c)
0.371 4" 02/12/11 4000 psi @ 28 days
Placement Location and Notes: 1
Set 2 of 2. Parking lot paving pour #3 at parking stalls at SE side of building west of main entrance. Sampled at 54
yards of 75 cubic yards placed at SW end at 1:35 PM.
COMPRESSION TEST RESULTS
(ASTM C31, C39, C617, C1231, C780, C109, C1019 or AASHTO T22 when applicable)
Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Area Strength (psi) Type of Fracture
02/11/11_ 0006 I 06051 02/18/11 I 7 4 x 8 1 52660 4.00 12.57 H 4190 Type 5_
02/11/11 00067 0606 II 03/11/11 ; 28 IF 4 x 8 1F64960 4.00 11 12.57 11 5170 Type 5
02/11 /11 0006 0607 03/11/11 28 I I 4 x 8 1 64600 4.00 12.57 H 5140 Type 5 `
L02/11/11 0006_11 0608 03/11 /11 II 4x8 65710 4.00 12.57 5230 Type 3°
Remarks:
Technician(s): Dohrman, K. Reviewed by:
Tested by: Schneider, C. r 'Y`
Mark A. Galusha, P.E.
Branch Manager
Notes:
Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc
See ASTM C39, for full description of the Type of Fracture.
All testing performed in accordance with applicable ASTM's except C -31, 10.1,2, C -780, MTE 1050 -1C, Rev 4.08/22/07
A 6.6.1.3, C -1019, 9.6 - "recording field temperature"