MS 045 7 and 28 Day Concrete Test Reports.pdf
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- Repair Maintenance Shop BLDG 8040
- Solicitation number
- FA4661-21-R-0001
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MATERIAL APPROVAL SUBMITTAL
(See Instructions on Reverse)
Form Approved OMB No 9000-0062
Expires May 31, 2005
Public reporting burden for this collection of information is estimated to average 20 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and
Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project OMB No 9000-0062, Washington DC 20503. Please DO NOT RETURN your form to either of these addresses. Send your completed form to: SAF/AQCP, 1060 Air Force Pentagon, Washington DC
TO: (Contracting Officer) FROM: (Contractor) DATE
CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL
PREVIOUS SUBMISSION NUMBER PROJECT NUMBER
TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY
ITEM
NO.
SPECIFICATION SECTION/
PARA NO./DRAWING NO.
DESCRIPTION OF MATERIAL
(Include Type, Model Number, Catalog Number, Mfg., etc.)
AP-
PROVED
DISAP-
PROVED
SEE
REVERSE
INITIAL
BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT
THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT.
DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE
FOR GOVERNMENT USE ONLY
TO: (Base Civil Engineering Officer)
For Evaluation and Action RNLT ________________ OR SOONER
TO: (AF Contracting Office)
RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE
TO: (Contractor)
APPROVED
DISAPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE. REQUEST
RESUBMITTAL ON DISAPPROVED ITEMS WITHIN ____ DAYS OF DATE SHOWN BELOW.
AF IMT 3000, 20030901, V1 PREVIOUS EDITION IS OBSOLETE.
New Resubmittal
COMMENTS
(Number to correspond with applicable Item Number on reverse)
INSTRUCTIONS TO CONTRACTORS
1. The term "material" is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the work required by the contract.
2. This form is to be used by contractors for submitting Shop Drawings, Equipment Data, Manufacturer's Literature and Certificates and samples of Materials to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared in 4 copies, signed, and provided to the contracting officer with appropriate attachments.
3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form.
4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No.". This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.
5. This Material Approval Submittal is not valid unless it is signed by the contracting officer. This approval is required as called for by the contracting officer under the terms of this contract.
AF IMT 3000, 20030901, V1 (REVERSE)
2018-04-13T13:25:39-0500
JEON.YEONGSOO.1538040130
2018-04-12T09:13:03-0500
ROLAN.PATRICK.M.1515150249
2018-04-13T16:13:31-0500
ELSBREE.TERESA.JEANETTE.1395813010
TO Contracting Officer: Capt. Hillary Ince
FROM Contractor: FARR Builders LLC S. Gevers, San Antonio, TX 78210
DATE: 11 April .2018
CONTRACT NUMBER: FA4661-15-D-0001
SUBMISSION NUMBER: 45
PREVIOUS SUBMISSION NUMBER: 44
PROJECT NUMBER: FNWZ 12-0053
ITEM NORow1: 1
SPECIFICATION SECTION PARA NODRAWING NORow1: Per Sow
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow1: 7 And 28 Day Concrete Test Reports
INITIALRow1: PR
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SPECIFICATION SECTION PARA NODRAWING NORow2:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow2:
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SPECIFICATION SECTION PARA NODRAWING NORow5:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow5:
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SPECIFICATION SECTION PARA NODRAWING NORow6:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow6:
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SPECIFICATION SECTION PARA NODRAWING NORow7:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow7:
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SPECIFICATION SECTION PARA NODRAWING NORow8:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow8:
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SPECIFICATION SECTION PARA NODRAWING NORow9:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow9:
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ITEM NORow10:
SPECIFICATION SECTION PARA NODRAWING NORow10:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow10:
INITIALRow10:
ITEM NORow11:
SPECIFICATION SECTION PARA NODRAWING NORow11:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow11:
INITIALRow11:
DATE YYYYMMDD: 2018-04-11
TYPE OR PRINT NAME AND GRADE: Wayne Owens, PS
TO Base Civil Engineering Officer: 502 CE
RNLT:
DATE YYYYMMDD_2: 20180413
TYPE OR PRINT NAME AND GRADE_2: A1C Yeongsoo Jeon
TO AF Contracting Office: 7 CONS
DATE YYYYMMDD_3: 20180412
TYPE OR PRINT NAME AND GRADE_3: Patrick Rolan, GS-12
TO Contractor: FARR Builders LLC.
DATE YYYYMMDD_4: 20180413
TYPE OR PRINT NAME AND GRADE_4: 1st Lt Teresa Elsbree
Text5:
Check Box6: Yes
Check Box7: Off
Check Box8: Off
Check Box9: Off
Check Box10: Off
Check Box11: Off
Check Box12: Off
Check Box13: Off
Check Box14: Off
Check Box15: Off
Check Box16: Off
Check Box17: Off
Check Box18: Off
Check Box19: Off
Check Box20: Off
Check Box21: Off
Check Box22: Off
Check Box23: Off
Check Box24: Off
Check Box25: Off
Check Box26: Off
Check Box27: Off
Check Box28: Off
Check Box29: Off
Check Box30: Off
Check Box31: Off
Check Box32: Off
Check Box33: Off
Check Box34: Off
Check Box35: Off
Check Box36: Off
Check Box37: Off
Check Box38: Off
Check Box3: Yes
Check Box50: Off
Check Box4: Yes
Check Box5: Off
Check Box39: Yes
Check Box40: Off
COMMENTS Number to correspond with applicable Item Number on reverseRow1:
GEOTEC LABS
A DIVISION OF ENPROTEC / HIBBS & TODD, INC
402 CEDAR ABILENE TX 79604-3097
P O BOX 3097 TEL 325 698 5563
FAX 325 690 9127 www.e-ht.com
Results shown on this report are for the exclusive use of the client for whom they were obtained and apply only to the samples tested and/or inspected.
They are not intended to be indicative of the qualities of apparently identical products. The use of our name must receive prior approval.
Firm Registration No. 1151
PG Firm Registration No. 50103
RPLS Firm Nos. 10011900 & 10007300
COMPRESSION TEST REPORT
BILL TO: FARR BUILDERS LLC
3401 S GEVERS ST # 1
SAN ANTONIO, TX 78210
PROJECT: REPAIR MAINTENANCE SHOP - BUILDING 8040
REPORT NO: A 51989-18
DATE POURED: 03-14-18
TECHNICIAN: JOSH ALVAREZ
MIX: 70M23509
PLACEMENT: grade beams / footings
TIME POURED: 3:10 p SLUMP IN INCHES: 3 ½ TRUCK NO: 515 CONCRETE TEMP: 66° WATER ADDED TO TRUCK 10 gallons TICKET NO: 3380160
AIR CONTENT: 3.0 ACCUMULATED YARDS: 9.5 WEATHER: 70°
SAMPLE MARK
DAYS
AGES
DATE
TESTED
TOTAL
LOAD - LBS
COMPRESSIVE
STRENGTH - PSI
DF-1 12 03-26-18 54,000 4,300
DF-2 28 04-11-18 64,000 5,095
DF-3 28 04-11-18 62,000 4,935
DF-4 Hold Hold
REMARKS:
COMPRESSIVE STRENGTHS DETERMINED IN ACCORDANCE WITH A.S.T.M. C39. CROSS SECTIONAL AREA, DIAMETER AND LENGTH ARE STANDARD UNLESS OTHERWISE NOTED.
PORTIONS OF THE INFORMATION CONTAINED IN THIS REPORT HAVE BEEN FURNISHED BY OTHERS. CYLINDERS CURED IN LABORATORY IN ACCORDANCE WITH A.S.T.M. C31 UNLESS
OTHERWISE NOTED. IN COMPLIANCE WITH A.S.T.M. C138 C143 C172 C173 C231 C1064 C617 C1231.
REPORT DISTRIBUTION GEOTEC LABS
e-mail group
GEOTEC LABS
A DIVISION OF ENPROTEC I HIBBS & TODD. INC
402 CEDAR
P 0 BOX3097
FAX 325 690 9127
ABILENE TX 79604-3097
TEL 325 698 5563
www.e-ht com
COMPRESSION TEST REPORT
BILL TO: FARR BUILDERS LLC
3401 S GEVERS ST # 1
SAN ANTONIO, TX 78210
REPORT NO:
DATE POURED:
PROJECT: REPAIR MAINTENANCE SHOP- BUILDING 8040 TECHNICIAN:
TIME POURED:
CONCRETE TEMP:
AIR CONTENT:
SAMPLE MARK
DF-5
DF-6
DF-7
DF-8
REMARKS:
2:30 p 75° 4.5
MIX: 70M23504
PLACEMENT: grade beams northwest I southwest
SLUMP IN INCHES: 7
WATER ADDED TO TRUCK 0 gallons
ACCUMULATED YARDS: 10
DAYS DATE TOTAL
AGES TESTED LOAD- LBS
7 04-10-18 54,500
28 05-01-18
28 05-01-18
Hold Hold
A 52042-18
04-03-18
JOSH ALVAREZ
TRUCK NO:
TICKET NO:
WEATHER:
339720
COMPRESSIVE
STRENGTH - PSI
4,340
COMPRESSIVE STRENGTHS DETERMINED IN ACCORDANCE WITH A.S.T .M . C39. CROSS SECTIONAL AREA, DIAMETER AND LENGTH ARE STANDARD UNLESS OTHERWISE NOTED.
PORTIONS OF THE INFORMATION CONTAINED IN THIS REPORT HAVE BEEN FURNISHED BY OTHERS. CYLINDERS CURED IN LABORATORY IN ACCORDANCE WITH A.S.T.M. C31 UNLESS
OTHERWISE NOTED. IN COMPLIANCE WITHA.S .T .M C138 C143 C172 C173 C231 C1064 C617 C1231.
REPORT DISTRIBUTION I GEOTEC LABS
e-mail group
Results shown on this report are for the exclusive use of the client for whom they were obtained and apply only to the samples tested and/or inspected They are not intended to be indicative or the qualities of apparently identical products The use or our name must receive prior approval.
Finn Registration No. 1151 PG Firm Registration No 50103
RPLS Firm Nos 10011900 & 1 0007300
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