December 2016

Sunday, December 25, 2016

CONCRETE PLACEMENT INSPECTION CHECKLIST (SITE INSPECTOR) QC ENGINEER. MATERIAL ENGINEER



Quality control of concrete starts with inspection of concrete during pre-placement, during placement and post-placement. Type of inspection of concrete depends on type of concrete, i.e. PCC or RCC, type of elements to be casted, such as RCC slab, columns, footing, beams, walls etc. Although it is easy to remember number of checks during inspection of concrete member, a checklist is always required for record of the placement of concrete and quality control measures taken at site. It is both beneficial to contractor as well as engineer to maintain the record of checks, so that they can produce it in case of any discrepancy. It also allows becomes a proof of quantity of concrete work done by the contractor, so that no discrepancy arises during billing. The checklist also notes the number of cubes taken for the given work and its id is noted in the checklist, so that when cube test results arrive, it becomes easy to identify the structural elements for the given cube test results.
Following is a sample concrete placement checklist for RCC and PCC works which must be followed every time when concreting work has to be done. All the empty space has to be filled and remarks if any shall be written in remarks column. Date of inspection of pre-concrete, during placement and post-concrete placement shall be noted as these steps may not be performed on the same day. Signature by contractor supervisor and engineer is done after each inspection.

CONCRETE PREPLACEMENT CHECKLIST
S No CHECKLIST REQQUIREMENT
1 Centre line As per drawing
2 Formwork & Staging As per drawing & in exact plum
3 Construction joint location* As per drawing
4 Steel reinforcement diameter / spacing & coating* As per drawing
5 Cover to the reinforcement and overlap* As per drawing
6 Shuttering Aligned as per drawing and in plumb
7 RLs and reference levels As per drawing
8 Embedment part check, i.e. insert plates, nipple etc As per drawing
9 Placement of water stoppers, if any*
10 Location of construction joint
11 Water tightness of shuttering, if required No water seepage allowed
12 Quality of water Potable and clean
13 Measuring jar for water pouring As per water content requirement
14 Quality of materials As per specification

INSPECTION DURING PLACEMENT OF CONCRETE

SNo CHECKLIST REQQUIREMENT
1 Water cement ratio As per specification
2 Surface preparation by mortar bedding Fresh mortar
3 Slump testing* As per requirement
4 Adequacy of vibration 40mm and 60mm needle required
5 Segregation of aggregates Not allowed
6 Removal of temporary spacers and ties* To be removed
7 Check for shuttering prop displacement / settlement Not Allowed
8 Number of cubes taken for testing with identification
No.: ________    Id: __________ 3 No’s for RCC > 6m3
3 No’s for every 5m3
9 Continuity of operations No break in between concreting


POST PLACEMENT INPSECTION OF CONCRETE

Sl. No. CHECKLIST REQUIREMENT
1 Observation for honeycombing Not Allowed
2 Line & Level As per drawing
3 Surface finish As per drawing
4 Cracks and air bubbles Not Allowed
5 Method of curing As specified
6 Checked for stripping/Removing of formwork support etc. after specified duration of stripping time. Yes No NA
7 Checked for position of embedment Yes No NA
8 Repair and finish all surface defects by specification / approved method Yes No NA
9 Surface of part of structure is alright and allowed for subsequent activity / backfilling Yes No NA
10 Others, if any
 * Only in case of RCC and not PCC

Questionnaires For Material Engineer / Laboratory Technician / QC Engineer. (Questions Answers for Interview) ARAMCO


SAMPLE QUESTIONS:            

Back fill materials for loose soil with machine compactor (thickness)? 200mm

Maximum size of select fill materials?  50mm
Compressive strength of structural concrete sample? 28Mpa
Tensile strength of steel bars in aramco projects? 422Mpa
 The maximum concrete temperature. 32 Degrees C
 Thickness of plastic sheet use for curing? .15 mm
 Required slump for Saudi aramco projects? 100 +25mm 
 Asphalt compaction ratio of marshall density? 96%
 Min. diameter size of anchor bolt?  20mm               
Moisture content of concrete before compaction? Less than 4% 
Proper moisture of soil before coating? +- 3% of density
Drum revolution of concrete? 300 
 Min. no of days for water curing? 7 days
Max.height of concrete free fall in placement?] 1 meter
Aparatus for concrete moisture field test before coating? Elcometer probes
Q.C. – operational techniques and activities that are use to fulfill the requirements for quality.
Q.A. -  Implemented planned and systematic activities within the quality systems and demonstration as needed to provide adequate confidence that an entity will fulfill requirements for quality.

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Method of Statement consists:
1. Installation
2. Quality Control/Quality all
3. Manufacturer Representative attend during the installation
4. Certification of personal executing the work.


CONCRETE:

TEMPERATURE MAX: 32 DEG. CENTEGRADE FOR STRUCTURAL
: 30 DEG.  CENTEGRADE FOR MORTAR
: 23 +-3 DEG. CENTEGRADE FOR GROUT

COMPRESSIVE STRENGTH:


4000 PSI or 28 Mpa : STRUCTURAL CONCRETE, RING WALLS @ 28 DAYS

2000 PSI or 14Mpa     : LEAN CONCRETE , MORTAR @28 DAYS
5000 PSI or 35Mpa     : WATER RETAINING STRUCTURE,GROUT @28 DAYS
500 PSI or 3.5 Mpa     : NON LOAD BEARING CMU
1500PSI or 10.5 Mpa  : LOAD BEARING CMU

WATER CEMENT RATIO:  

0.4 – STRUCTURAL CONCRETE
0.6  - NON STRUCTURAL CONCRETE

CEMENT CONTENT:

STRUCTURAL CONCRETE- MINIMUM 350 Kg/m³
-MAXIMUM 370Kg/ m³
NON STRUCUTRAL CONCRETE-MINIMUM 250 Kg/ m³
CEMENT TYPE: ABOVE GRADE/ NOT EXPOSE TO EARTH – OPC TYPE 1
BELOW GRADE/EXPOSE TO EARTH- TYPE V SRC

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WATER

TDS MAX  USE FOR CONCRETE MIXED- 500 PPM

TDS MAX USE FOR CURING CONCRETE-1000 PPM
PH VALUE FOR CONCRETE MIXED: 6-8
PH VALUE FOR CURING                   : 7-8
MINIMUM DAYS FOR CURING OF CONCRETE : 7 DAYS
TENSILE STRENGTH OF FBEC: 422 Mpa.
TENSILE STRENGTH OF WWF: 420 Mpa.

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Name Of Inspector:                                                                                             Date:                                                       Time:
Company  Name:
QC INSPECTOR WRITTEN TEST
Question # Description of question Marks
 A Select the one correct answer: A,  B,  C, or D.
1 Convert the concrete strength of 35MPa  in to PSI.
Ans A) 5000 PSI       B) 6000 PSI         C) 4000PSI           D) 2000 PSI
2 Saudi Aramco Standard for Excavation & Backfilling
Ans A)SAES-A-114   B) SAES-Q-001    C) SAES-M-100    D) SAES-A-113
3 Clear space of all sides excavation should be
Ans A) 1000mm           B) 600 MM                C) 800 MM          D) 300 MM
4 What is the maximum spacing for control joints in concrete paving slabs?
Ans A) 5.0M      B) 7.0 M           C) 6.0M         D) 8.0M
5 What is the maximum free fall height allowed  for concrete placement?
Ans A) 1.0M              B)2.0M      C) 1.5M        D) 0.80M
6 What is the maximum  limit of TDS in concrete mixing water?
Ans A)500 PPM      B) 1000 PPM       C) 10000 PPM      D) 100 PPM
7 The depth of the hole for Nuclear density method shall be no greater than deep
Ans   A) 150mm            B)450mm       C) 300mm       D) 250mm
8 At least one FDT test to be conducted while backfilling under foundations having area
Ans A) 70 Sq m           B)90 Sq m           C) 180 Sq m                  D)180 Sq m
9 What is the SAIC number for soil compaction testing?
Ans A)SAIC-A-1005        B) SAIC-A-1004               C) SAIC-A-1006             D) SAIC-1002
10 What is the maximum size of stone is allowed in select fill material?
Ans A) 50mm           B)100mm                   C)  62mm                     D)75mm
11 What is the maximum fill thickness of a layer allowed by SAES-A-114.
Ans A) 250mm                 B) 150mm                   C)200mm               D) 100mm
12 What is the minimum compaction percentage required  under foundations with static load more than 320KPafor cohesionless soils
Ans A) 95%           B) 90%                 C) 85%                        D) 70%
13 The water content of Aggregate base course material shall be maintained within…… of the optimum moisture content as per D-1557 or AASHTO T-180 during compaction.
Ans A)± 0.5%              B)  ± 1.5%                   C) ± 3%                         D)± 2%
14 Surface Coating of Concrete shall not be start till the moisture content of the strusture is less than…
Ans A) 3%                  B) 5%                          C)4%                              D) 1%
15 Saudi Aramco Specification 09-SAMSS-097 is required to refer for…….
Ans A)Concrete masonry blocks  B) PVC Pipes C) FBE Coated Reinforcement Rebar  D) Ready Mix Portland Cement Concrete
16 When  Aggregate base course finished surface checked by 3 m straight edge, what is the maximum  elevation deviation accepted?
Ans A)± 0mm            B)  ± 2mm                           C) ± 6mm                             D)± 3mm
17 What is the rate of prime coat testing?
Ans A) 10000M²               B) 20000M²                       C) 5000M²                     D) 6000M²
18 What is the minimum atmospheric temperature should be for prime coat application?
Ans A) 20 °C                         B) 5°C                            C)16°C                             D) 23°C
19 What is the prime coat temperature limits for MC-250?
Ans A)65°C to 105°C   B) 50°C to  80°C         C) 55°C  to 85°C              D) 35°C to 65°C
20 What is the maximum rate of application for tack coat?
Ans A) 0.65 L/M²         B)0.25 L/M²                C) 1.75 L/M²                   D) 0.5 L/M²
21 What is the temperature limits for hot mix asphalt?
Ans A) 90 °C  to 139 °C              B) 139 °C to 163 °C     C) 75 °C    to 125 °C     D) 125 °C  to 175 °C
22 How Much is the concrete cover required for permanently exposed surfaces to earth
Ans A) 20MM                     B) 100MM              C) 75MM                    D) 50MM
23 What is the minimum time for roof flood testing?
Ans A) 48 Hours                B) 24 Hours            C) 50 Hours              D) 10 Hours
24 The minimum required number of concrete test cylinders for strength tests shall be:Specify the Days for Testing
Ans 1) 3Nos                          2) 1 No.                         3) 4 nos.                           4) 6 Nos.
25 Water curing shall be continuous until the concrete has reached how many percentages of the Specific strength
Ans A) 50%                         B) 85%                       C)100%                      D) 70%
B Write the answer of below questions.
26 What is the passing percentage of select fill in # 200 sieve?
Ans
27 What ASTM number used for maximum Index Density and Unit Weight of Soils Using a Vibratory Table?
Ans
28 What is the Dune Sand?
Ans
29 What is the Hold Point ……..
Ans
30 Concrete ingredients are mixed by weight or by volume in a ready mix concrete batch plant?  
Ans
31 What is the Maximum cement content (Includes Micro Silica) for 4000PSI concrete
Ans
32 What is the SAES number for Saudi Aramco building codes
Ans
33 What is the SAES number for concrete foundations
Ans
34 SAITP stands for…………
Ans
35 What is the SAMSS number for Ready-Mixed Portland Cement Concrete?
Ans
36 Which ASTM standard for SAND CONE METHOD or Nuclear Method shall be used In-place density.
Ans
37 What type of  coating material required for concrete Buried/exposed Directly to the earth.
Ans
38 What is the SATIP number for  cast in place cement concrete?
Ans
39 What is the SAIC number for cast in place concrete form work inspection?
Ans
40 What is the level of inspection for contractor for SAIC-Q-1013
Ans
C Write the full name of following:
41 SAES:
42 ACI:
43 ASTM:
44 SAMSS:
45 AASHTO:
46 The concrete drop of height is more than 1 meter, which is not not as per compliance of the standard, Prepare NCR for the non compliance. ( as per SAES-Q-001, Sec 7.7)
C Write the answer of below questions.
36 What is the passing percentage of select fill in # 200 sieve?
Ans
37 What ASTM number used for maximum Index Density and Unit Weight of Soils Using a Vibratory Table?
Ans
38 What is the Dune Sand?
Ans
39 What is the Hold Point ……..
Ans
40 What is the SAES number for Saudi Aramco Security & General Purpose Fencing
Ans
41 What is the SAES number for Saudi Aramco building codes
Ans
42 What is the SAES number for concrete foundations
Ans
43 SAITP stands for…………
Ans
44 What is the SAMSS number for Ready-Mixed Portland Cement Concrete?
Ans
45 Which ASTM standard for SAND CONE METHOD or Nuclear Method shall be used In-place density.
Ans
46 What is the SATIP number for  cast in place cement concrete?
Ans
47 What is the SAIC number for cast in place concrete form work inspection?
Ans
48 What is the level of inspection for contractor for SAIC-Q-1013
Ans
C Write the full name of following:
49 SAES:
ACI:
ASTM:
SAMSS:
AASHTO:
50
The Fill placement is completed 1000mm in one time, Prepare NCR for the non compliance.