Report CTI PROJECT NUMBER
T1001960
NUCLEAR COMPACTION TEST REPORT FOR BASE AGGREGATE E 'English (E) or Metric (M)
PROJECT NAME (SECTION) CONTRACT NUMBER'�
Sonic Drive -In #6206 - New Construction ( SIT201
CONTRACTOR OR SUPPLIER PROJECT MANAGER ` BIG- ITEELNLJMBER
Mcobean Construction LLC N/A N/A
CONTROL STRIP NO PANEL WIDTH LIFT THICKNESS TYPE GAUGE - SERIAL NUMBER MIX NOMINAL SIZE
4' 6" Troxler 3440 -37192 3/4"
ROLLER TYPE AND DESCRIPTION ( MANUFACTURE. WEIGHT, ETC)
TEST NUMBER 1 2 . 3
DATE OF TEST 5/17/2010 5/17/2010 5/17/2010
TEST LOCATION
(STATION) 186 +80 186 +40 185 +90
DISTANCE LT. OR RT. 1.5'E OF 1.5'E OF 1.5'E OF
OF CENTERLINE (FEET) ASPHALT ASPHALT ASPHALT
SOURCE POSITION 4" 4" 4"
DIST BELOW
LIFT GRADE -6" -6" -6"
WET DENSITY Ib /ft 1D 135.3 134.6 135.8
MAX DIFFERENCE 2 lb/ft' 2D 135.5 134.8 135.4
MOISTURE Ib /ft 1M 8.1 7.2 8.0
2M 8.4 7.4 8.3
AVE. WET DENSITY Ib /ft AD 135.4 134.7 135.6
• AVE. MOISTURE Ib /ft AM 8.3 7.3 8.2
DRY DENSITY(AD - AM) I b /ft DD 127.1 127.4 127.4
% MOISTURE (AM / DD) x100 %M 6.5% 5.7% 6.4%
Curve # - Source # Tigard S & G Tigard S & G Tigard S & G
RELATIVE MAXIMUM DRY DENSITY RD 127.0 127.0 127.0
Combined Optimum Moisture 11,0% 11.0% 11.0%
COMPACTION FOR INDIVIDUAL 90 %
TESTS (DD /RD)X100 REQ 100% 100% 100%
Check Appropriate I I Material deflected under loaded equipment LI Material did not deflect under loaded equipment
REPRESENTS MATERIAL FROM STATION 187 +00 TO STATION 185 +50
INCORPORATED FROM OFFSET TO OFFSET
REMARKS
Test results left with Paul Lamberson.
X (QUALITY CONTROL I (VERIFICATION
CERTIFIED TECHNICIAN (PLEASE PRINT) AND CARD NUMBER COMPANY NAME ,,.SIGNATURE DATE
Torin Emerson #44371 Carlson Testing, Inc. 7- 5/17/2010
CC: MWF Tigard LLC - Jess Wetzel jess@wetsel.net
City of Tigard Building Division
Mackay & Sposito Inc (Wilsonville) - Patrick Carroll pcarroll@mackaysposito.com
Carlson ,Veit Architects - Fred Harris fharris@carlsonveit.com
Mcobean Construction LLC - Mike Cobean mcobean@gmail.com
cn
734- 1793_B (10 -2006)
CTI PROJECT NUMBER
T1001960
NUCLEAR COMPACTION TEST REPORT FOR BASE AGGREGATE E'English (E) or Metric (M)
PROJECT NAME (SECTION) CONTRACT NUMBER
Sonic Drive -In #6206 - New Construction SIT2010 -2
CONTRACTOR OR SUPPLIER PROJECT MANAGER BID ITEM NUMBER
Mcobean Construction LLC N/A N/A
CONTROL STRIP NO. PANEL WIDTH LIFT THICKNESS TYPE GAUGE - SERIAL NUMBER MIX NOMINAL SIZE
4' 6" Troxler 3440 -37192 3/4"
ROLLER TYPE AND DESCRIPTION ( MANUFACTURE, WEIGHT, ETC)
TEST NUMBER 1 2 3
DATE OF TEST 5/18/2010 5/18/2010 5/18/2010
TEST LOCATION
(STATION) 185 +85 186 +35 186 +65
DISTANCE LT. OR RT.
OF CENTERLINE (FEET) CENTER CENTER CENTER
SOURCE POSITION 4" 4" 4"
DIST BELOW
LIFT GRADE TOP TOP TOP
WET DENSITY Ib /ft 1D 140.0 139.9 140.4
MAX DIFFERENCE 2 lb/ft' 2D 139.8 139.7 140.1
MOISTURE Ib /ft 1M 12.4 12.3 12.5
2M 12.4 12.4 12.5
AVE. WET DENSITY Ib /ft AD 139.9 139.8 140.3
AVE. MOISTURE Ib /ft AM 12.4 12.4 12.5
DRY DENSITY(AD Ib /ft DD 127.5 127.4 127.8
% MOISTURE (AM /DD)x %M 9.7% 9.7% 9.8%
Curve # - Source # Tigard S & G Tigard_S_ &_G. -- Tigard S & G
RELATIVE MAXIMUM DRY DENSITY RD 127.0 127.0 127.0
Combined Optimum Moisture 11.0% 11.0% 11.0%
COMPACTION FOR INDIVIDUAL 90
TESTS (DD / RD) X 100 REQ 100% 100% 101%
Check Appropriate I I Material deflected under loaded equipment I I Material did not deflect under loaded equipment
REPRESENTS MATERIAL FROM STATION 185 +50 TO STATION 187 +00
INCORPORATED FROM OFFSET TRENCH TO OFFSET TRENCH
REMARKS
Test results left with Paul Lamberson.
7 QUALITY CONTROL IIVERIFICATION
CERTIFIED TECHNICIAN (PLEASE PRINT) AND CARD NUMBER COMPANY NAME NAT DATE
Torin Emerson #44371 Carlson Testing. `? -�''�`
g, ; 5/18/2010
CC: MWF Tigard LLC - Jess Wetzel jess@wetsel.net
City of Tigard Building Division
Mackay & Sposito Inc (Wilsonville) - Patrick Carroll pcarroll @mackaysposito.com
Carlson/Veit Architects - Fred Harris fharri s @carl sonvei t. com
Mcobean Construction LLC - Mike Cobean mcobean@gmail.com
cn
734- 1793_B (10 -2006)
Bend Office (541) 330 -9155
yy� e Inc. Geotechnical Office (503) 601 -8250
Carlson Testing, Eugene Office (541) 345-0289
Salem Office (503) 58 589 -1252
Tigard Office (503) 684 -3460
REPORT OF 4 X 8 CONCRETE TEST SPECIMENS
Test Methods: ASTM C31/ C172 /C192/C39/C1064/C231/C143/C1231
Date Molded: 04/19/2010 Date Received: 04/20/2010 Job Number: T1001960.
Permit #: SIT2010 -00002
Client: MWF TIGARD LLC - JESS WETZEL
Project: SONIC DRIVE -IN #6206 - NEW CONSTRUCTION
Address: 15336 SW HIGHWAY 99 TIGARD OR Jurisdiction: TIGARD
Contractor: MCOBEAN CONSTRUCTION LLC - MIKE COBEAN
Subcontractor: DAN THOMAS CONSTRUCTION C B R. GOUTHRO
Concrete Supplier: WILSONVILLE CONCRETE PRODUCTS
Truck #: 68 Load #: 1 Ticket #: W148705
Weather: OVERCAST Test Time: 12:45 Air Temp. at Sampling Time: 62
Cylinders were cast for the following locations:
CASSIONS ON NORTH CANOPIES
Total Concrete Placement Location:
NORTH & SOUTH CANOPIES AND DRIVE -THRU CANOPIES (CASSIONS)
Strength Requirement: 3000 psi f c@ 28 Days Slump: 6.000" % Air: 1. 0 0 %
Mix Number: 206009 Conc. Temp: 70 Cement Type: I/ 11 Max Agg: 3 / 8
Admix/Amt: Cubic Yards: 10.5 OF 20
Register Number: 0094733 Lab Location: TIGARD
Set Test @ Test Total Avg. Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Type By
I 7 04/26/2010 24942 4.02 12.69 1970 3
PAD 60 JT
28 05/17/2010 46715 4.01 12.62 3700 2 PAD 60 BAH
28 05/17/2010 45030 4.01 12.62 3570 3 PAD 60 BAH
28 05/17/2010 47960 4.01 12.62 3800 3 PAD 60 BAH
E Distribute attachments. Average f c@ 28 days 3690
Please see reverse side for additional information.
Job Number: T1001960. Re Number: 0094733 Date Molded: 04/19/2010
Project: SONIC DRIVE -IN #6206 - NEW CONSTRUCTION
< 1 in. [25 mm]
\ f �� � ? � ■
2\ / / ' ."I.. -,
f
Type l Type 2 Type 3
Reasonable well- formed Well- Formed cone on one Columnar vertical cracking
cones on both ends, less end, vertical cracks running through both ends, no
than 1 in. [25 rnm] of through caps, no well - defined well - formed cones
cracking through caps cone on other end
ti
ti
7
Type 4 Type 5 Type 6
Diagonal fracture with Side fractures at top or Similar to Type 5 but
no cracking through bottom (occur commonly .,nd of cylinder is pointed
ends; tap with hammer to with unbonded caps)
distinguish from Type 1
Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
MWF TIGARD LLC - JESS WETZEL JESS @WETSEL.NET
TO: CITY OF TIGARD BUILDING DIVISION
MACKAY & SPOSITO INC (WILSONVILLE) - PATRICK CARROLL PCARROLL @MACKAYSPOSITO.COM
CARLSON /VEIT ARCHITECTS - FRED HARRIS FHARRIS @CARLSONVEIT.COM
MCOBEAN CONSTRUCTION LLC - MIKE COBEAN MCOBEAN @GMAIL.COM
Project Manager: G. LEEPER
Reviewed By: Ty Toller On 05/19/2010
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
s1�
• Eugene Office (541) 345 -0289
Carlson Testing Inc. Salem Office (503) 589 -1252
Tigard Office (503) 684 -3460
Daily Report of Proprietary Anchors
Client: MWF TIGARD LLC - JESS WETZEL
Project: SONIC DRIVE -IN #6206 - NEW CONSTRUCTION CTI Job #: T1001960.
Address: 15336 SW HIGHWAY 99 TIGARD OR Jurisdiction: TIGARD
CTI representative S. HOPPE OBOA 791
was on site this date Apr. 27, 2 010 to perform Special Inspection for:
Permit SIT2010-00002
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of proprietary anchors inspected [to include grid
lines, elevations (floors) and drawing details]:
1. Checked in with superintendent or client representative.
HOLDDOWN THREADED ROD, 5/8" EMBEDED 10 1/2 MIN
Name: PAUL
INTO UNKNOWN PSI CONCRETE AT REAR DOOR TO
Company: MCOBEAN CONSTRUCTION BUILDING.
2. Inspection was "IBC" ® Continuous n Periodic
PROPRIETARY ANCHORS
Yes No N/A
1. Reviewed previous inspection reports?
2. Reviewed evaluation report? x
- Verified following items meet manufacturer's REPORT SIJIVIM ARY
published installation instructions.
3. Verified minimum embedment depth of the 1. Work inspected was: ® Completed 0 In progress
anchors. x
4.Verified installation of the anchors. 2. Completed work inspected was in compliance with
x ® Approved plans and specifications fl Shop drawings
5. Verified anchor diameter. x
6. Verified steel grade. x RFI Design change n Submittal ❑ N/A
7. Verified hole diameter. y
Document #(s) Dated:
8. Verified type of drill bit used. x
9. Verified hole cleaning method. 3. Noncompliance item(s) were noted this date, details on
x following page(s). C Yes ❑ No E N/A
10. Verified adhesive application. x
11. Verified edge distance. x 4. Noncompliance item(s) were reinspected this date, details
12. Verified spacing. x on following page(s). n Yes 0 No ri N/A
13. Verified installation torque. x ❑ Conform D Remain in progress
Evaluation report number & date: Report(s) findings were discussed and left with
ESR 2508 (08/01/08) PAUL
of MCOBEAN
Name of product being installed SIMPSON XP
Batch Number 281X248X
Expiration Date 1 1/30/11
Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
See additional report page(s). Distribute attachments. Page 1 of
Daily Report of Proprietary Anchors For: 04/27/2010
CTI Job #: T1001960 .
Project: SONIC DRIVE -IN #6206 - NEW CONSTRUCTION
Notes:
•
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in fi
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, LNC.
Reviewed By: Greg Leeper
Review Date: 05/17/2010
SH /CK
MWF TIGARD LLC - JESS WETZEL JESS @WETSEL.NET
TO: CITY OF TIGARD BUILDING DIVISION
MACKAY & SPOSITO INC (WILSONVILLE) - PATRICK CARROLL PCARROLL @MACKAYSPOSITO.COM
CARLSON /VEIT ARCHITECTS - FRED HARRIS FHARRIS@CARLSONVEIT.COM
MCOBEAN CONSTRUCTION LLC - MIKE COBEAN MCOBEAN @GMAIL.COM
CTI PROJECT NUMBER
T1001960
NUCLEAR COMPACTION TEST REPORT FOR BASE AGGREGATE E !English (E) or Metric (M)
PROJECT NAME (SECTION) CONTRACT NUMBER
Sonic Drive -In #6206 - New Construction SIT2010 -2
CONTRACTOR OR SUPPLIER PROJECT MANAGER BID ITEM NUMBER
MWF Tigard LLC N/A N/A
CONTROL STRIP NO. PANEL WIDTH LIFT THICKNESS TYPE GAUGE- SERIAL NUMBER MIX NOMINAL SIZE
N/A 3' -4' Varies Troxler 3440 -37192 3/4 " -0
ROLLER TYPE AND DESCRIPTION ( MANUFACTURE, WEIGHT, ETC)
Hoe -Pack
TEST NUMBER 1 2 3 4
DATE OF TEST 4/27/2010 4/27/2010 4/27/2010 4/27/2010
TEST LOCATION
(STATION) See remarks See remarks See remarks See remarks
DISTANCE LT. OR RT.
OF CENTERLINE (FEET) N/A N/A N/A N/A
SOURCE POSITION 8" 8" 8" 8"
DIST BELOW
LIFT GRADE N/A / SG N/A / SG N/A / SG N/A / SG
WET DENSITY Ib /ft 1D 132.7 132.0 135.8 125.7
MAX DIFFERENCE 21b /ft' • 2D 132.6 131.9 135.7 125.7
MOISTURE Ib /ft 1M 8.3 7.4 8.4 8.3
2M 8.3 7.4 8.4 8.3
AVE. WET DENSITY Ib /ft AD 132.7 132 135.8 125.7
AVE. MOISTURE Ib /ft AM 8.3 7.4 8.4 8.3
DRY DENSITY (AD -AM) I b /ft DD 124.4 124.6 127.4 117.4
% MOISTURE (Am /DD)x100 %M 6.7% 5.9% 6.6% 7.1%
Curve # - Source # Tigard S & G Tigard S & G ' Tigard S & G Tigard S & G
RELATIVE MAXIMUM DRY DENSITY RD 127.0 127.0 127.0 127.0
Combined Optimum Moisture 11.0% 11.0% 11.0% 11.0%
% COMPACTION FOR INDIVIDUAL 90
TESTS (DD / RD) X 100 REQ 98% 98% 100% 92%
Check Appropriate I I Material deflected under loaded equipment I I Material did not deflect under loaded equipment
REPRESENTS MATERIAL FROM STATION See remarks TO STATION See remarks
INCORPORATED ' FROM OFFSET See remarks TO OFFSET See remarks
REMARKS
No deflection testing performed due to Area Incorporated.
Test #1, 60' south of sanitary manhole #1 center of trench.
Test #2, 13' north of sanitary manhole #2 center of trench.
Test #3, 12' east of sanitary manhole #3 center of trench.
Test #4, 2' SW of manhole #3 stormwater center of trench.
1 DUALITY CONTROL r (VERIFICATION
CERTIFIED TECHNICIAN (PLEASE PRINT) AND CARD NUMBER COMPANY NAME SIGNATURE DATE
Adam Rose #44302 Carlson Testing, Inc. .> 4/27/2010
CC: MWF Tigard LLC - Jess Wetzel jess @wetsel.net
City of Tigard Building Division
Mackay & Sposito Inc (Wilsonville) - Patrick Carroll pcarroll @mackaysposito.com
CarlsonNeit Architects - Fred Harris fharris @carlsonveit.com
Mcobean Construction LLC - Mike Cobean mcobean@gmail.com
734- 1793_B (10 -2006)