HomeMy WebLinkAboutPR 19301: STREET AND DRAINAGE SYSTEM IMPROVEMENTS ON COLLINS AVENUE FROM HWY 365 SOUTHWARD I
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Energy
City of ; -- cin
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ort rthur
Texas
INTEROFFICE MEMORANDUM
PUBLIC WORKS DEPARTMENT-ADMINISTRATION DIV.
Date: February 2, 2016
To: Brian McDougal, City Manager
From: Rawetts Baaheth, Sr., Acting Director of Public Works
RE: Proposed Resolution No. 19301
RECOMMENDATION
I recommend that the City Council approve Proposed Resolution No. 19301 accepting the street and
drainage system improvements on Collins Avenue from Highway 365 southward approximately 475 feet,
and authorizing the City Manager to sign the Certificate of Acceptance on behalf of the City of Port
Arthur, Texas.
BACKGROUND
Amoebia - Collins, began construction at the now identified right-of-way Collins Avenue in early 2015 in
conjunction with the Tractor Supply Developement project. Work is now complete on the street and
drainage system improvements and they are ready for acceptance by the City. Amoebia - Collins has
submitted all required paperwork for acceptance of the street and drainage improvements. Per Resolution
No. 16-026, on January 8, 2016, the City Utilities Department accepted the installation of the water and
sanitary sewer system within the utility easement for the Tractor Supply Company facility.
BUDGET/FISCAL EFFECT
The street and drainage systems improvements will add additional infrastructure to be maintained by City
forces.
"Remember we are here to serve the Citizens of Port Arthur"
P.R. No. 19301
2/2/16 rtb
RESOLUTION NO.
A RESOLUTION ACCEPTING THE STREET AND DRAINAGE SYSTEM
IMPROVEMENTS ON COLLINS AVENUE FROM HIGHWAY 365
SOUTHWARD APPROXIMATELY 475 FEET, AND AUTHORIZING THE
CITY MANAGER TO SIGN THE CERTIFICATE OF ACCEPTANCE ON
BEHALF OF THE CITY OF PORT ARTHUR, TEXAS.
WHEREAS, Amoebia — Collins of Wooster, Ohio, has constructed the street
and drainage system improvements for Collins Avenue from Highway 365 southward
approximately 475 feet, and has constructed the Tractor Supply Store adjacent to said
street; and,
WHEREAS, representatives of the Public Works Department have inspected the
completed street and drainage system improvements; and,
WHEREAS, the City has received street and drainage system improvements and
the Engineer's Certificate of Completion, dated December 11, 2015 from Jeremy
Mitchell, P.E. of Soutex Surveyor and Engineers, (attached as Exhibit "A"), a
Contractor's Certificate and Release, dated February 2, 2016 from Amoebia - Collins,
(attached as Exhibit "B"), a Contractor's Certificate of Guarantee, dated February 2,
2016 from Amoebia - Collins, (attached as Exhibit "C"), certifying that the street and
drainage system improvements have been completed for Collins Avenue;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF PORT ARTHUR, TEXAS,
THAT,the facts and opinions in the preamble are true and correct; and,
THAT, the City Manager is hereby authorized to execute on behalf of the City
of Port Arthur, a Certificate of Acceptance to Amoebia - Collins, for the street and
drainage system improvements constructed within the right-of-way of Collins Avenue
(attached as Exhibit"D"); and,
P.R.No. 19301
2/2/16 rtb
THAT, a copy of the caption of this Resolution be spread upon the Minutes of
the City Council.
READ, ADOPTED AND APPROVED this day of , A.D.
2016 at a meeting of the City Council of the City of Port Arthur,
Texas by the following vote:
Ayes: Mayor
Councilmembers:
Noes:
Debris "Bobbie" Prince
Mayor
ATTEST: APPROVED AS TO FORM:
Adempairmir,
Sherri Bellard, City Secretary Val izeno, City/rney
APPROVED FOR ADMINISTRATION:
i , ,
Brian McDougal ' <-tts T. Baaheth, Sr.
City anager I Brim Director of Public Works
, 44* ,f,dh
Hassan Shomalza , P.E.
City Engineer
EXHIBIT A
TBPE Firm No. F-5755
i TBPLS Firm No.10123800
LA EF.0005711
,Mt OUTE -- '777".74-
7 --f 3737 Doctors Drive
Port Arthur,Texas 77642
SURVEYORS&ENGINEERS S Office(409)9832004
Fax(409)983.2005
February 1, 2016
City of Port Arthur
444 4th Street
Port Arthur, Texas 77640
Attn: Mr. Rawetts Baaheth, Sr.
Interim Public Works Director
Re: 31' Wide, 475 LF of Roadway perpendicular to HWY 365, City of Port Arthur,Texas
Soutex# 15-0522
Dear Rawetts:
Please find enclosed four (3) originals of the following Close-Out Documents for
the above referenced Subdivision:
• Engineer's Certificate of Completion — noting substantial completion as of
December 11, 2015
• Contractor's Certificate and Release—indicating that nothing is owed on
the project
• Contractor's Certificate of Guarantee—indication of a one year guarantee
for the labor and materials on roadway.
These documents are for your use in making a resolution for acceptance by Council
action.
Also enclosed are copies of the backup information relative to the project.This
information consists of:
• Subgrade and Concrete Test
• As-Built
Respectfully submitted,
Wr
r_emY Mitchell, P.E., S.I.T.
Project Engineer
Enclosures
Tractor Supply-City of Port Arthur 1
ENGINEER'S CERTIFICATE OF COMPLETION
Project: CONSTRUCTION OF A 31' WIDE, 475 LF OF ROADWAY
PERPENDICULAR TO HIGHWAY 365 TO SERVE TRACTOR
SUPPLY PER CITY APPROVED PLANSET IN THE CITY OF PORT
ARTHUR,TEXAS
Date of Issuance: DECEMBER 11, 2015
Owner(s): CITY OF PORT ARTHUR
Owner's Project No.: NA Soutex# 15-0522
Engineer: SOUTEX SURVEYORS&ENGINEERS
Contractor: AMOEBIA I COLLINS,
2869 CLEVELAND ROAD,WOOSTER, OHIO,44691
330-275-3966 OFFICE 330-236-3882 FAX
--
This Engineer's Certificate of Completion applies to all Work under the Contract Documents
or to the following specified parts thereof:
TO CITY OF PORT ARTHUR
(OWNER)
AND TO AMOEBIA I COLLINS
(CONTRACTOR)
The Work to which this Certificate applies has been inspected by authorized representatives
of Owner, Contractor and Engineer, and that Work is hereby declared to be complete in
accordance with the Contract Documents on
December 11,2015 T ‘1
................ .�til
DATE OF SUBSTANTIAL COMPLETION
S * *
»y« / JEREMY J.MITCHELL
Executed by Engineer on ,2015 116941 'crib
`.� ler my itched• E.
SO 0 EX S RVEYO &ENGINEERS
1/1
EXHIBIT B
CONTRACTOR'S CERTIFICATE AND RELEASE
FROM: AMOEBIA I COLLINS
(NAME OF CONTRACTOR)
TO: The City of Port Arthur
(OWNER)
REFERENCE CONTRACT NO. SOUTEX 12-0522 ENTERED INTO THE
DAY OF
AND NO FORMAL CONTRACT EXISTS BETWEEN CONTACTOR AND OWNER
(NAME OF CONTRACTOR)
OF
Cir, (STATE)
FOR THE: CONSTRUCTION OF A 31'WIDE,475 LF OF ROADWAY PERPENDICULAR
SO HIGHWAY 365 TO SERVE TRACTOR SUPPLY PER PLANSET
(NAME OF PROJECT)
KNOW ALL MEN BY THESE PRESENTS:
1. The undersigned hereby certifies that there is due from, and payable by, the Owner to the
Contractor under the contract and duly approved Change Orders and modifications the
balance of
$0.00
2. The undersigned further certifies that in addition to the amount set forth in Paragraph 1,there
are outstanding and unsettled the following items which he claims are just and due and owing
by the Owner to the Contractor:
(a) None
(b) None
(c) None
(d) None
(ITEMIZE CLAIMS AND AMONTS DUE) (IF NONE,SO STATE)
3. The undersigned further certifies that all work required under this contract,including work
required under Change Order(s)numbered NONE ,has been performed in accordance with
the terms thereof,and that there are no unpaid claims for materials,supplies, or equipment
and no claims of laborers or mechanics for unpaid wages arising out of the performance of
this contract, and that the wage rates paid by the Contractor were in conformity with the
contract provisions relating to said wage rates.
4. Except for the amounts stated under Paragraphs 1 and 2 hereof,the undersigned has received
from the Owner all sums of money payable to the undersigned under,or pursuant to,the above
mentioned contract or any modifications or change thereof.
1
5. That in consideration of the payment of the amount stated in Paragraph 1 hereof, the
undersigned does hereby release the Owner and Operator from any and all claims arising
under or by virtue of this contract,except the amount listed in Paragraph 2 hereof due from
the Owner;provided,however,that if for any reason the Owner does not pay in full the amount
stated in Paragraph 1 hereof,said deduction shall not affect the validity of this release,but the
amount so deducted shall be automatically included under Paragraph 2 as an amount which
the Contractor has not released but will release upon payment thereof. The Contractor further
certifies that upon the payment of the amount listed in Paragraph 2 hereof,and of any amount
which may be deducted from Paragraph 1 hereof,he will release the Owner and Operator from
any and all claims of any nature whatsoever arising out of said contract or modification
thereof,and will execute such further releases or assurances as the Owner and Operator may
request.
IN WITNESS WHEREOF,the undersigned has signed and sealed this instrument this a day
ofe_v ,2014,
(SEAL)
AMOEBIA I COLLINS
(CONTRACTOR)
BY:
(PRESIDEN
C.W.COLLINS ,being first duly sworn on oath,deposes and says,first,that he is the
OWNER of AMOEBIA I COLLINS.
(PRESIDENT) (NAME OF COMPANY)
second,that he has read the foregoing certificate by him subscribed as OWNER
(OWNER)
of AMOEBIA J COLLINS
(NAME OF COMPANY)
Affiant further states that the matters and things stated herein are true.
(C.W.COLLINS)
Subscribed and sworn to before me this day of •Ae_V ,20 $to
My commission expires ,DP\- 1 'z1i^ MBECKY hAURp� 'may
(DATE) , j'c:.rr'
MY COMMISSION 12361222
i:. EXPIRES:Mar:.h 29 2017
(Nict4410 PUBLIC)
2
EXHIBIT C
CONTRACTOR'S CERTIFICATE OF GUARANTEE
FROM: AMOEBIA j COLLINS
(NAME OF CONTRACTOR)
TO: The City of Port Arthur
(OWNER)
REFERENCE CONTRACT NO. SOUTEX 12-0522 ENTERED INTO THE
DAY OF
AND NO FORMAL AGREEMENT EXISTS BETWEEN CONTRACTOR AND OWNER
(NAME OF CONTRACTOR)
OF
(CITY) (STATE)
FOR: CONSTRUCTION OF A 31'WIDE, 475 LF OF ROADWAY PERPENDICULAR TO
HIGHWAY 365 TO SERVE TRACTOR SUPPLY PER PLANSET
(NAME OF PROJECT)
KNOW ALL MEN BY THESE PRESENTS:
1. AMOEBIA j COLLINS does hereby guarantee all of the work done under the above
referenced contract to be free from faulty materials in every particular,and free from
improper workmanship,and against injury from proper and usual wear; and agrees
to replace or re-execute without cost to the Owner and Operator such work as may
be found to be improper or imperfect, and to make good all damage caused to other
work or materials,due to such required replacement or re-execution.
2. This guarantee shall cover a period of one (1) year from the date of acceptance of all
work under this Contract, as evidenced by the Engineer's Certificate of Completion.
3. This Certificate is given in connection with the final payment under the contract
between the Owner and NO FORMAL CONTRACT EXISTS and with the knowledge
that it will be relied upon in making such payment and that such payment would not
be made except upon the truth of the matter contained in this affidavit.
1
IN WITNESS WHEREOF,the undersigned has signed and sealed this instrument this
day of\.P Vj , 20 .\ .
(CORPORATE SEAL)
AMOEBIA I COLLINS
(CONTRACTOR)
BY: /111111/7////
(C.W.COLLINS,Owner)
C.W.COLLINS ,being first duly sworn on oath,deposes and says,first,that he is the
(OWNER)
OWNER of AMOEBIA I COLLINS
(TITLE) (NAME OF COMPANY)
second, that he has read the foregoing certificate by him subscribed as OWNER
(TITLE)
of AMOEBIA ( COLLINS
(NAME OF COMPANY)
Affiant further states that the matters and things stated hereinna/ar, true.
(C.W.COLLINS)
Subscribed and sworn to before me this day of ` 'C\i") , 20 t
My commission expires
(DATE)
EECY,Y MU'F(cP'sY ry
MY 4COMMISSION' +2001222
: EYF Inca hiaL,h S,2017
Green,county (NOTA 4'UBLIC)
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V 1111!! T- ll 2455 W.Cardinal Drive,Suite A
Beaumont,Texas 77705
ng
1*�' T��i Ph:(409)840-4214 Fax:(409)840-4259
ginee
REPORT OF
IN-PLACE DENSITY
CLIENT: Amoebia - Collins PAGE 1 OF 2
Attn: C. W. Collins
2869 Cleveland Road PROJECTNO.: 15.21.178
Wooster OH 44691 76199
REPORT NO.:
DATE OF SERVICE: 10/09/2015
PROJECT: PO No. 2049-PATX AUTHORIZATION: Tim 615-788-9562
Tractor Supply REPORT DATE: 10/13/2015
Port Arthur, Texas
SERVICES: To perform moisture and density tests at the project site according to the frequency and
requirements set forth in the project documents.
PROJECT DATA
CONTRACTOR: Amoebia - Collins GAUGE: Humboldt
DENSITY _ MOISTURE GAUGE SERIAL NO.: 40 97
METHOD OF TEST: ASTM D6938-10 ASTM D6938-10 STANDARD COUNTS
SPECIFICATION: 95 ± 3% MOISTURE-CURRENT: 482 PREVIOUS: 480
DENSITY-CURRENT: 2895 PREVIOUS: 2892
TEST MODE: Direct Transmission
PROBE DEPTH: 6
MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM REFERENCE
M/D# TEST OF MATERIALS MOISTURE% DENSITY pcf REPORT
1. CLAY Fill Brown w/Tan Fat CLAY 26.2 93.3 74679
REPORT OF TESTS
TEST FIELD OPTIMUM FIELD DENSITY MAXIMUM
PROBE LIFT/ M/D MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION DEPTH ELEV NO (%) (%) WET DRY (pcf) (%max)
1. Access Road 6 Final 1 20.1 * 26.2 111.7 93.0 93.3 99.7
Edge of Road
See Attached Drawing
2. Access Road 6 Final 1 20.9 * 26.2 108.3 89.6 93.3 96.0
Near Fence
See Attached Drawing
3. Access Road 6 Final 1 20.9 * 26.2 110.7 91.6 93.3 98.2
Edge of Road
See Attached Drawing
Report of Tests continued on page 2
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in full without the
1007SP approval of the testing laboratory. The use of our name must receive our written approval. Our letters and reports apply only to the sample
tested and/or inspected,and are not indicative of the quantities of apparently identical or similar products.
Tolunav-Wong REPORT NO.:76199
Engineers,Inc. REPORT OF TESTS (continued) PAGE 2 OF 2
PROJECTNO.: 15.21.178 Amoebia — Collins DATE OF SERVICE: 10/09/2015
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST PROBE LIFT/ M/D MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION DEPTH ELEV NO (%) (%) WET DRY (pcf) (%max)
4. Access Road 6 Final 1 20.0 * 26.2 107.9 89.9 93.3 96.4
Near Fence
See Attached Drawing
5. Access Road 6 Final 1 19.9 * 26.2 108.1 90.2 93.3 96.7
Edge of Road
See Attached Drawing
6. Access Road 6 Final 1 20.5 * 26.2 107.6 89.3 93.3 95.7
Near Fence
See Attached Drawing
An asterisk (*) appears next to test results which do NOT meet the project specifications as noted above.
ADDITIONAL COMMENTS:
Technician: James West, Fied Technician TOLUNAY-WONG ENGINEERS, INC.
Report Distribution:
(1)Amoebic-Collins
(1)C.W.Collins �;NVD
�•N`�.� Liana Collier
CMT Department Manager
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in full without the
1007SP approval of the testing laboratory. The use of our name must receive our written approval. Our letters and reports apply only to the sample
tested and/or inspected,and are not indicative of the quantities of apparently identical or similar products.
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Tolunay-Wong Engineers,Inc.
Tolunav-Wong 2455 W.Cardinal Drive,Suite A
Beaumont,Texas 77705
n cr l nee�_s, Inc. Ph:(409)840-4214 Fax:(409)840-4259
REPORT OF
IN-PLACE DENSITY
CLIENT: Amoebia - Collins PAGE 1 OF 2
Attn: C. W. Collins
2869 Cleveland Road PROJECT NO.:
15.21.178
Wooster OH 44691 76672
REPORT NO.:
DATE OF SERVICE: 11/05/2015
PROJECT: PO No. 2049-PATX AUTHORIZATION: Tim 615-788-9562
Tractor Supply 11/09/2015
REPORT DATE:
Port Arthur, Texas
SERVICES: To perform moisture and density tests at the project site according to the frequency and
requirements set forth in the project documents.
PROJECT DATA
CONTRACTOR: Amoebia - Collins GAUGE. Humboldt
DENSITY MOISTURE GAUGE SERIAL NO.: 4435
METHOD OF TEST: ASTM D6938-10 ASTM D6938-10 STANDARD COUNTS
SPECIFICATION: 95% ± 3 MOISTURE-CURRENT: 468 PREVIOUS: 468
DENSITY-CURRENT: 2804 PREVIOUS: 2804
TEST MODE: Direct Transmission
PROBE DEPTH: 6
MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM REFERENCE
M/D# TEST OF MATERIALS MOISTURE% DENSITY pcf REPORT
1. CLAY Fill Brown w/Tan Fat CLAY 26.2 93.3 74679
REPORT OF TESTS
TEST FIELD OPTIMUM FIELD DENSITY MAXIMUM
PROBE LIFT/ M/D MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION DEPTH ELEV NO (%) (%) WET DRY (pcf) (%max)
1. Driveway Paving 6 Final 1 26.4 26.2 118.4 93.7 93.3 100.4
See Attached Drawing
2. Driveway Paving 6 Final 1 28.0 26.2 118.4 92.5 93.3 99.1
. See Attached Drawing
3. Driveway Paving 6 Final 1 24.9 26.2 116.9 93.6 93.3 100.3
See Attached Drawing
4. Driveway Paving 6 Final 1 25.4 26.2 112.0 89.3 93.3 95.7
See Attached Drawing
Report of Tests continued on page 2
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in full without the
1007SP approval of the testing laboratory. The use of our name must receive our written approval. Our letters and reports apply only to the sample
tested and/or inspected,and are not indicative of the quantities of apparently identical or similar products.
Tolunay-Wong REPORT NO.:76672
Engineers,Inc. REPORT OF TESTS (continued) PAGE 2 OF 2
PROJECTNO.: 15.21.178 Amoebia - Collins DATE OF SERVICE: 11/05/2015
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST PROBE LIFT/ M/D MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION DEPTH ELEV NO (%) (%) WET DRY (pcf) (%max)
5. Driveway Paving 6 Final 1 24.6 26.2 116.4 93.4 93.3 100.1
See Attached Drawing
6. Driveway Paving 6 Final 1 26.4 26.2 116.5 92.2 93.3 98.8
See Attached Drawing
Test results on this report meet project specifications as noted above.
ADDITIONAL COMMENTS:
Technician: Greg Taylor, CMT Project Manager TOLUNAY-WONG ENGINEERS, INC.
Report Distribution:
(1)Amoebia-Collins
(1)Alen Collins
(1)C.W.Collin
(1)Jarrod Finger
VVV Greg Taylor
CMT Project Manager
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in full without the
1007SP approval of the testing laboratory. The use of our name must receive our written approval. Our letters and reports apply only to the sample
tested and/or inspected,and are not indicative of the quantities of apparently identical or similar products.
-Wong
Tol Engineers,Inc.Join nay-
ong 2455 W.Cardinal
AU% Drive,Suite A
Beaumont,Texas 77705
En
�i neers/ Inc' Ph:(409)840-4214 Fax:(409)840-4259
REPORT OF
IN-PLACE DENSITY
CLIENT: Amoebia - Collins PAGE 1 OF 2
Attn: C. W. Collins
2869 Cleveland Road PROJECTNO.: 15.21.178
Wooster OH 44691 76672
REPORT NO.:
DATE OF SERVICE: 11/05/2015
PROJECT: PO No. 2049-PATX AUTHORIZATION: Tim 615-788-9562
Tractor Supply 11/09/2015
REPORT DATE:
Port Arthur, Texas
SERVICES: To perform moisture and density tests at the project site according to the frequency and
requirements set forth in the project documents.
PROJECT DATA
CONTRACTOR: Amoebia - Collins GAUGE: Humboldt
DENSITY MOISTURE GAUGE SERIAL NO.: 4435
METHOD OF TEST: ASTM D6938-10 ASTM D6938-10 STANDARD COUNTS
SPECIFICATION: 95% ± 3 MOISTURE-CURRENT: 468 PREVIOUS: 468
DENSITY-CURRENT: 2804 PREVIOUS: 2804
TEST MODE: Direct Transmission
PROBE DEPTH: 6
MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM REFERENCE
M/D# TEST OF MATERIALS MOISTURE% DENSITY pcf REPORT
1. CLAY Fill Brown w/Tan Fat CLAY 26.2 93.3 74679
REPORT OF TESTS
TEST FIELD OPTIMUM FIELD DENSITY MAXIMUM
PROBE LIFT/ M/D MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION DEPTH ELEV NO (%) (%) WET DRY (pcf) (%max)
1. Driveway Paving 6 Final 1 26.4 26.2 118.4 93.7 93.3 100.4
See Attached Drawing
2. Driveway Paving 6 Final 1 28.0 26.2 118.4 92.5 93.3 99.1
See Attached Drawing
3. Driveway Paving 6 Final 1 24.9 26.2 116.9 93.6 93.3 100.3
See Attached Drawing
4. Driveway Paving 6 Final 1 25.4 26.2 112.0 89.3 93.3 95.7
See Attached Drawing
Report of Tests continued on page 2
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in full without the
1007SP approval of the testing laboratory. The use of our name must receive our written approval. Our letters and reports apply only to the sample
tested and/or inspected,and are not indicative of the quantities of apparently identical or similar products.
Tolunav-WongOp
REPORT NO.:76672
Engineers,Inc. REPORT OF TESTS (continued) PAGE 2 OF 2
PROJECTNO.: 15.21.178 Amoebia - Collins DATE OF SERVICE: 11/05/2015
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST PROBE LIFT/ M/D MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION DEPTH ELEV NO (%) (%) WET DRY (pcf) (%max)
5. Driveway Paving 6 Final 1 24.6 26.2 116.4 93.4 93.3 100.1
See Attached Drawing
6. Driveway Paving 6 Final 1 26.4 26.2 116.5 92.2 93.3 98.8
See Attached Drawing
Test results on this report meet project specifications as noted above.
ADDITIONAL COMMENTS:
Technician: Greg Taylor, CMT Project Manager TOLUNAY-WONG ENGINEERS, INC.
Report Distribution:
(1)Amoebic-Collins
(1)Allen Collins
(1)C.W.Collins
(1)Jarrod Finger °
�
CCC��' Greg Taylor
CMT Project Manager
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in full without the
1007SP approval of the testing laboratory. The use of our name must receive our written approval. Our letters and reports apply only to the sample
tested and/or inspected,and are not indicative of the quantities of apparently identical or similar products.
�.1 Tolunay-Wong Engineers,Inc.
T olli na v-' Tr o n 2455 W Cardinal Drive,Suite A
Beaumont,Texas 77705
Engineers,
the. Ph:(409)840-4214 Fax:(409)840-4259
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: Amoebia - Collins PAGE 1 OF 2
Attn: C. W. Collins
2869 Cleveland Road PROJECTNO.: 15.21.178
Wooster OH 44691 REPORT NO.: 76755
DATE OF SERVICE: 11/10/2015
PROJECT: PO No. 2049-PATX AUTHORIZATION: Tim 615-788-9562
Tractor Supply REPORT DATE: 12/08/2015
Port Arthur, Texas
SERVICES: To sample concrete materials at the project site and test in accordance with the project
documents and the appropriate ASTM test methods.
PROJECT DATA
CONTRACTOR: Amoebia - Collins
CONCRETE SUPPLIER: Knife River DATE OF PLACEMENT: 11/10/2015
PLANT: Highland TIME SAMPLED: 10:03A BY: Jonathon Stevens
CLASS OF CONCRETE: 402510LS BATCH TIME: 9:26A
SPECIFICATION REQUIREMENTS TEMPERATURE(DegF)-AIR: 70 CONCRETE: 71
WEATHER: Clear
STRENGTH: 4000 psi @ 28 days MEASUREDSLUMP(in.): 5.50
SLUMP: 3-5" AIR: 2-4% AIR CONTENT(%): 3.0 UNIT WT(pcf) N/A
METHOD OF TEST TRUCK NO: 390065 TICKET NO: 359625
SAMPLING: ASTM C172 WATER ADDED @ SITE(gal) 0
MOLDING&CURING: ASTM C31 LOCATION OF PLACEMENT
SLUMP: ASTM C143 Driveway Paving
TEMPERATURE: ASTM C1064 See Attached Drawing
AIR CONTENT: ASTM C231
UNIT WEIGHT:
CAPPING/PADS ASTM C1231
TESTING: ASTM C39
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH-4"X 8"CYLINDERS
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET MARK TESTED (days) (in.) (sq.in.) (lbs.force) (psi) FRACTURE TYPE REMARKS
1 A 11/17/2015 7 4.018 12.68 32970 2600 TYPE 3
1 B 12/08/2015 28 4.013 12.65 51200 4050 TYPE 3
1 C 12/08/2015 28 4.008 12.62 52510 4160 TYPE 1
1 D 12/08/2015 28 4.009 12.62 54530 4320 TYPE 1
1 E Discard
Technician: Michael Relford„ CMT Field Technician
Report Distribution: Report of Tests continued on page 2
(1)Amoebic-Collins
(1)Allen Collins TYPE 1 TYPE 3 TYPE 5
0)C W.Collins
(1)Jarrod Finger I I
Cone Columnar Side
Fracture
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in full without the
1001 SP approval of the testing laboratory. The use of our name must receive our written approval. Our letters and reports apply only to the sample
tested and/or inspected,and are not indicative of the quantities of apparently identical or similar products.
�y Tolunay-Wong Engineers,Inc.
Oloin nav—'\�ong 2455 W.Cardinal Drive,Suite A
• Beaumont,Texas 77705
Ph:(409)840-4214 Fax:(409)840-4259
Engineers, Inc;
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: Amoebia - Collins PAGE 2 OF 2
Attn: C. W. Collins
2869 Cleveland Road PROJECTNO.: 15.21.178
Wooster OH 44691 REPORTNO.: 76755
DATE OF SERVICE: 11/10/2015
PROJECT: PO No. 2049-PATX AUTHORIZATION: Tim 615-788-9562
Tractor Supply REPORT DATE: 12/08/2015
Port Arthur, Texas
SERVICES: To sample concrete materials at the project site and test in accordance with the project
documents and the appropriate ASTM test methods.
PROJECT DATA
CONTRACTOR: Amoebia - Collins
CONCRETE SUPPLIER: Knife River DATE OF PLACEMENT: 11/10/2015
PLANT: Highland TIME SAMPLED: 11:21A BY: Jonathon Stevens
CLASS OF CONCRETE: 402510LS BATCH TIME: 11:02A
TEMPERATURE(DegF)-AIR: 7 0 CONCRETE: 7 8
SPECIFICATION REQUIREMENTS
WEATHER: Clear
STRENGTH: 4000 psi @ 28 days MEASURED SLUMP(in.): 5.50
SLUMP: 3-5" AIR: 2-4% AIR CONTENT(%): 3.1 UNIT WT(pcf) N/A
METHOD OF TEST TRUCK NO: 102 TICKET NO: 61910
SAMPLING: ASTM C172 WATER ADDED @ SITE(gal) 0
MOLDING&CURING: ASTM C31 LOCATION OF PLACEMENT
SLUMP: ASTM C143 Driveway Paving
TEMPERATURE: ASTM C1064 See Attached Drawing
AIR CONTENT: ASTM C231
UNIT WEIGHT:
CAPPING/PADS ASTM C1231
TESTING: ASTM C39
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH-4"X 8"CYLINDERS
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET MARK TESTED (days) (in.) (sq.in.) (lbs.force) (psi) FRACTURE TYPE REMARKS
2 A 11/17/2015 7 4.008 12.62 34020 2700 TYPE 3
2 B 12/08/2015 28 4.014 12.65 60300 4770 TYPE 3
2 C 12/08/2015 28 4.015 12.66 56230 4440 TYPE 3
2 D 12/08/2015 28 4.026 12.73 59070 4640 TYPE 5
2 E Discard
Technician: Michael Relford, CMT Field Technician TOLUNAY-WONG ENGINEERS, INC.
Report Distribution:
(1)Amoebia-Collins
(1)Allen Collins TYPE 1 TYPE 3 TYPE 5
(1)C.W.Collins (a4lr,
(1)Jarrod Finger I I 0
Cone Columnar Side Greg Taylor
Fracture CMT Project Manager
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in full without the
1001 SP approval of the testing laboratory. The use of our name must receive our written approval. Our letters and reports apply only to the sample
tested and/or inspected,and are not indicative of the quantities of apparently identical or similar products.
EXHIBIT D
City of Port Arthur, Texas
Department of Public Works
CERTIFICATE OF ACCEPTANCE FOR
31LF Wide, 475 LF Roadway to Serve Tractor Supply per Planset
To: Amoebia - Collins
This document is to certify that the City of Port Arthur, Texas accepts the completion of
a new street named Collins Avenue of the above mentioned project on the basis of the
City of Port Arthur, Texas, Public Works Department, the Engineer's Certificate of
Completion as executed by Jeremy Mitchell, P.E. of Soutex Surveyors and Engineers the
Contractor's Certificate and Release, and the Contractor's Certificate of Guarantee from
Amoebia — Collins of Wooster, Ohio.
Brian McDougal
City Manager
ATTEST:
Sherri Bellard
City Secretary