Filling instructions and arrangement methods of office data forms
A, construction technical data to fill in the form
L, fill in the information before construction
Before commencement of subdivisional work, the contractor shall fill in the application form of subdivisional work, application form of construction technical scheme, survey and setting-out inspection sheet, inspection sheet of personnel entering the site, inspection sheet of equipment entering the site, inspection sheet of building materials and test data of related raw materials.
The above forms shall be filled in by the construction unit and submitted to the supervisor for approval together with the attachments. Partial projects shall be examined and approved by the resident office, and the construction technical scheme shall be examined and approved by the director office. Without the approval of the supervision engineer, the contractor shall not start work without authorization, and the materials shall not be used in this project.
1) The examination and approval form (A-JL- 1) for the application for construction of subdivisional works shall implement the technical scheme according to the subdivisional works in the approved construction technical scheme, with the following contents attached: construction lofting, personnel mobilization, machinery and equipment, inspection sheet for building materials and mobilization plan for raw materials.
2) A-JL-2 construction technical scheme application form shall be accompanied by detailed construction technical scheme and test section results.
3) The technical scheme, commencement and achievements of construction in the experimental section shall be signed by the resident supervisor and submitted to the Director's Office for examination and approval.
4) The Construction Lofting Inspection Sheet (A-JL-4) shall be accompanied by the original data of measurement, lofting records and variance calculation. Measurement environment, accuracy and calculation must meet the requirements of relevant specifications. Table D-80 is the annex of this table. Whether the measurement accuracy meets the accuracy requirements of technical specifications.
5) The column "Difference" in the elevation survey record (D-80) is the measured difference.
6) The checklist for personnel entering the site (A supplement -JL- 1) and the checklist for equipment entering the site (A-JL-5) shall be accompanied by a list of basic information of personnel entering the site or a list of mechanical equipment entering the site. After the completion of the construction unit, it shall be reported to the supervisor for acceptance, and the supervisor shall analyze the project according to the engineering situation to confirm whether it meets the engineering needs and agrees to enter the site.
2. Fill in the examination and approval materials during the construction process.
In the process of construction, fill in the "Sub-project Quality Inspection Sheet", relevant "Inspection Sheet" (including supplementary form issued by the Director), test record sheet, contractor's (supervisor's) test summary sheet (D-62), engineering material test account (D-68), subgrade compaction standard approved by the supervision engineer, and engineering inspection sheet (.
1) The engineering inspection form (A-JL-6) shall be accompanied by all the original self-inspection data of the inspection items. Including the supplementary form of the director's office. Each floor of subgrade works shall be inspected, and other works shall be inspected according to procedures (for example, when concrete works, formwork and steel bars are installed, formwork and steel bars shall be inspected when concrete needs to be poured, refer to "Inspection Standard"). Supervisors shall be present for inspection at the time required in the table and sign clear inspection opinions. Qualified projects shall be signed and approved by the resident supervision engineer;
2) Completion Inspection Sheet (A-JL-9) This form shall be accepted by the construction unit after the project is basically completed or completed according to the contract requirements, and all the self-inspections are qualified, and shall be signed by the supervisor. Should be attached: completion report, completion drawing and self-inspection data. Each column in the table should fill in the responsibility of unfinished projects and defect repair and final improvement until the supervision engineer thinks it is satisfactory;
3) The contractor's declaration form (A-JL-26) shall be filled in by the contractor, and the reasons, contents or matters of the application shall be clearly expressed, and the relevant information of the application shall be attached, and the number shall be filled in when reporting;
4) Engineering Inspection Acceptance Sheet (A-JL-7) This form is issued by the station, and each approval column is signed by the professional supervision engineer of each related project. If it is issued by an advanced station, an engineering inspection sheet shall be attached;
5) The Letter of Approval for Claim Time/Amount (A-JL-37) caused the loss of the contractor's time and expenses due to reasons other than the contractor. After the incident occurs for the first time, the contractor shall submit a letter of intent for extension and claim to the supervision engineer within the time limit stipulated in the contract, and at the same time, it shall submit (according to the contract conditions) detailed information about extension claim as an annex to the form;
6) During the construction process, the column of "Quality Evaluation" may not be filled in during the intermediate process inspection (this column is only filled in when the sub-project is completed for engineering quality evaluation); The column of "average representative value" is not filled in the inspection, but only filled in the experimental project; In the columns of "Appearance Appraisal" and "Quality Assurance Information", check whether the quality assurance information is complete according to the requirements of related projects in the Standard for Quality Inspection and Evaluation of Highway Engineering (JTJF 80/1-2004) and the six aspects in Item 3.2.4. If the measured value field of the test item is too small to fill in the test data, fill in the total score and results in this column, and the summary table of test data results will be used as this column.
3, fill in all kinds of inspection data
2) Bridge and culvert works
(1) The "Trip Reading" and "Trip Reading" in the drilling record sheet (C-V-43) shall be recorded every trip. Fill in other columns in the form, and pay attention to the corresponding column data (C-V-39) and (C-V-40) in the form.
(2) Inspection record before concrete pouring after the final hole of bored pile (C-V-39). The column about reinforcement in this table should correspond to the column in the table (C-6, 12- 1), and the column about conduit should correspond to the column in the table (C-V-40). How to deal with it? The description should be concise and accurate, and "normal construction" should be filled in without problems;
(3) All columns in Record of Underwater Concrete of Bored Piles (C-V-40) must be filled in. "Concrete surface depth" should be filled in with the data of two methods respectively, and if there is any abnormality in grouting, it should be filled in the "Remarks" column;
(4) The inspection record of bored pile (C-V-42) should be attached as (D-63), (D-64) and (D-41);
(5) Fill in the column of "concrete strength" in the concrete engineering construction record (C-V-4 1) for 3 days, 7 days or 28 days, and "material condition" refers to the material test condition, attached as (A-JL-6);
(6) The strength data filled in the column of "Tensile Strength" in Prestressed Tension Record (Steel Strand) (C-V-37) and Prestressed Tension Record (Rib Wire) (C-V-38) should be based on the strength test, and the column of "Number" refers to the number of beam and slab during production, and each beam and slab should be filled in one;
(7) Fill in the allowable deviation value in the "Allowable Deviation" table of the Checklist for Axes Setting out of Bridges and Culverts and Structures (CSupply-III-1), and fill in the measured difference value in the "Measured Value" column. This table is the schedule of (C-VI-6);
(8) Bearing Installation Checklist (C Supplement-11-2) is the schedule of (C-6, 16- 1). "Bearing number" shall be numbered separately for each bridge and culvert, and the corresponding relationship with beam number shall be considered for inspection;
(9) Notice of Concrete Mix Proportion (C Supplement -I- 12), in which the column of "Tester" is filled with the name of the tester in the mixing field laboratory, the column of "Contractor's self-inspection opinion and signature" is filled with the contractor's self-inspection opinion in the laboratory, and the column of "Supervision Engineer's inspection opinion and signature" is signed by the test supervision engineer;
(10) The tensioning equipment record (supplement C -III-3) shall be accompanied by the opinions of the verification unit and the original data for verification. The "inspector" in the table should fill in the personnel of the contractor's equipment, and other columns should be imported according to the original data checked and signed by the supervisor. This table is a schedule of tensioning records;
(1 1) Bridge (culvert) abutment backfill checklist (supplement C -III-4) shall be attached with (D-6). The column "Post-treatment of abutment" in the table should fill in the width, steps, basement removal and rolling after inspection. Backfilling of abutment shall be controlled according to Area 96, and the thickness and compactness of layered filling shall be strictly controlled.
4. Fill in various test forms
All outsourced tests shall be signed and approved by the supervisor. The testing unit to be outsourced must be a unit with a temporary or permanent laboratory qualification certificate approved by the Ministry of Communications. If it is really necessary for an external system testing unit to test, it shall be approved by the supervision engineer.
12) Technical performance test report of sand (D-25), which is a report after testing various indicators of sand; The test results of tables (D-26), (D-27), (D-29), (D-30), (D-3 1), (D-66), (D-67) and (D-70) were imported and used as the annexes of this table.
13) Technical performance test report of coarse aggregate (D-32), which is the report after the technical indicators of coarse aggregate are tested; Import tables (D-33), (D-34), (D-35), (D-36), (D-37) and (D-39) into this table, and make them the annexes of this table. "Remarks" column should judge whether the materials are qualified according to the above results;
14)(D-33-I), (D-33-II), (D-34), (D-35), (D-36), (D-37) and (D-39) are quality inspection records of coarse aggregate samples for concrete. Whether the filling of "Remarks" meets the requirements of technical specifications (specific chapters), and the column of "Specimen Treatment" should briefly describe the treatment of stone specimens;
15) cement concrete test report (D-4 1), which should be attached as schedules (D-42), (D-43), (D-45) and (D-47), and the test results should be imported into this table; Bridge deck waterproof concrete should also be attached with (D-49), and the inspection results should be incorporated into this table. The column "Requirements" in the table should fill in the required range of concrete strength grade in the specification, the column "Bending strength" should fill in the measured strength values of 7 days and 28 days, and the column "Remarks" should indicate whether it can be used in engineering projects and parts;
Table 16)(D-42), (D-43), (D-45), (D-47) and (D-49), slump test shall be conducted at least 6 times per shift, and the code conforming to the specific section of the technical specification shall be filled in the "Remarks" column;
17) concrete mixture ratio test (D-50), which is used for cement concrete mixture ratio design before construction. In the column of "raw materials" in the table, the variety of cement origin, the origin of sand and gravel, the name, model and origin of admixture should be filled in; The column of "compressive test record" should be filled with the strength measurement values of 7 days and 28 days. The table should be attached as Schedule (D-25) and accessories, Table (D-58) and Table (D-59), and the concrete mixed with admixture should also be accompanied by the test report issued by the qualified testing unit;
18) cement fineness, consistency, setting time and stability test record (D-58) and cement mortar strength test record (D-59). This table is used to test the performance of cement sampled in batches when entering the site, and also to test the performance of cement in the construction process more than three months after the factory date. Fill in the "date" column in the table with the month, day and hour of the start and end of cement performance inspection;
19) tensile test record of steel bar and steel wire (d-54);
20) The tensile test records of welded joints of steel bars (D-55) and welded bending test records of steel bars (D-56) are used to check the welding quality of steel. The "Remarks" column in the table should comment on the welding quality and determine whether it meets the specified requirements. The calculation requirements of test results are shown in Table (D-54).
2 1) Anchorage hardness inspection record (D-57), which is used for hardness inspection of prestressed concrete anchorage during entry and construction;
22) mud performance test record (D-6 1). This test is used to test the mud performance in bored pile construction. When adding additives to improve mud performance, the dosage of various additives should be selected according to JTJ04-2000 Appendix C- 1;
23) Ultrasonic inspection test record (D-63), which is a nondestructive inspection of pile foundation quality uniformity. The inspection of this project is outsourced, and the supervisor should stand by and sign off during the inspection. This table is the schedule of Table (D-64). Each column in the form should be concise and accurate;
24) Ultrasonic inspection report form of bored pile (D-64) shall be attached with Schedule (D-63) and the pile foundation inspection report of the outsourcing inspection unit, as the attachment materials for quality evaluation;
25) Record Form of Bearing Ratio Penetration Test (D-7 1) and Record Form of Bearing Ratio Expansion Test (D-72);
26) The inspection of elevation measurement records (D-80) shall meet the requirements of specifications, and its accuracy or tolerance must meet the requirements. This form shall be signed by the supervision engineer.
Second, the arrangement and requirements of construction technical data
The arrangement and requirements of construction technical data shall be strictly in accordance with Detailed Rules for Filing and Arrangement of Completion Documents of Highway Engineering in Henan Province (September 2005).
3) Structure (small bridges and culverts, passages, masonry and drainage works).
(1) Quality records and reports of raw materials for sampling test in the yard before construction; Test records and reports of cement and steel raw materials; Design and approval of concrete (mortar) mixture ratio; Add leveling point data to the structure, and sort out subdivisional work according to the contract section;
(2) Survey, material test, inspection and approval form, inspection, quality evaluation and intermediate completion certificate of masonry and drainage works according to the design position of one bridge, one culvert and one canal. , according to the contract period of subdivisional work according to unilateral sorting (process sequence).
2. The main girder of the bridge
1) quality records and reports of raw materials for sampling test in the yard before construction; Test records and reports of cement and steel raw materials; Design and approval of concrete (mortar) mixture ratio; The data of leveling points added on the structure shall be sorted and classified according to the sub-projects divided in the contract section;
2) Data such as measurement, material test, inspection approval form, inspection and intermediate completion certificate after the commencement of large and medium-sized bridges, separated interchanges and interchanges shall be sorted according to subdivisional work (not a subdivisional work) and unit (process sequence).
The minimum unit of measurement of the material test and inspection table is:
(1) substructure: each pier has a small unit, which is sorted according to similar subprojects (such as multi-layer foundation and multi-pile foundation);
(2) Superstructure: each hole is taken as a small unit, and classified and summarized according to similar sub-projects (such as prefabrication, installation and paving). );
(3) Protection works: the shore is taken as a small unit, which is sorted and summarized according to similar sub-projects;
3. Quality and safety accidents
According to the contract section, the quality accidents, treatment schemes and quality inspection data occurred in the construction process shall be sorted out.
4, schedule control file
According to the contract section, collect and sort out the approved overall, annual, quarterly and monthly construction progress plans and adjustment plans.
5. Audio-visual materials of construction photos
According to the contract time limit for a project, the photos, audio-visual and other materials in the construction process will be arranged in the above order and put into the photo album.
Requirements for commencement report and inspection data
1, commencement report
4) Report on commencement of bridge foundation pile
Application form for commencement of subdivisional work. Attachment: l. Approval Form for Construction Technical Scheme (attached with construction technical scheme); 2. Construction lofting inspection sheet (with pile location lofting record and self-sampling); 3. Personnel entry inspection sheet (including the number of site leaders, technical leaders, quality inspection leaders, measurement leaders, test leaders, safety leaders, rebar processing leaders, mechanical operators and other construction workers); 4, in the equipment inspection list (the main construction equipment to complete); 5. Inspection sheet of building materials (the test data attached to the self-inspection include crushed stone: silt content test table, crushing value test table, screening test table and needle content test table. Sand: silt content test table, screening test table, light substance content test table, sulfur trioxide content test table, mica content test table: steel bar: tensile and cold bending test table, welded joint tensile test table: cement: fineness, consistency, setting time, stability test table, mortar strength test table; Water: make a water quality analysis test table if necessary); 6, concrete mixture ratio test table and the approval of the central laboratory.
5) Commencement report of bridge substructure project
Application form for commencement of subdivisional work. Attachment: 1, construction technical scheme report (attached with construction technical scheme); 2. Construction lofting inspection sheet (with pile location lofting record and self-sampling); 3. Personnel entry inspection sheet (including the number of site leaders, technical leaders, quality inspection leaders, measurement leaders, test leaders, safety leaders, rebar processing leaders, mechanical operators and other construction workers); 4, set up inspection sheet at the scene (the main construction equipment should be complete); 5. Inspection sheet of building materials (the test data attached to the self-inspection include crushed stone: silt content test table, crushing value test table, screening test table and needle content test table. Sand: silt content test table, screening test table, light matter content test table, sulfur trioxide content test table, mica content test table; Steel bar: tension and cold bending table, welding joint tension test table: cement: fineness, consistency, setting time, stability test table, mortar strength test table; Water: make a water quality analysis test table if necessary); 6, concrete mixture ratio test table and the approval of the central laboratory.
6) Prefabrication report of bridge hollow slab
Application form for commencement of subdivisional work. Attachment: l. Approval Form for Construction Technical Scheme (attached with construction technical scheme); 2. Personnel entry inspection sheet (including the number of site leaders, technical leaders, quality inspection leaders, measurement leaders, test leaders, safety leaders, rebar processing leaders, mechanical operators and other construction workers); 3, set up inspection sheet at the scene (the main construction equipment should be complete); 4. Inspection sheet for building materials (the test data attached to the self-inspection include crushed stone: test table for silt content of stone, test table for crushing value, test table for screening and test table for needle content. Sand: silt content test table, screening test table, light matter content test table, sulfur trioxide content test table, mica content test table; Steel bar: tensile and cold bending table, tensile test table of welded joint; Cement: fineness, consistency, setting time, stability test table, mortar strength test table: water: make water quality analysis test table if necessary; Steel hinge linear elastic modulus test, tensile strength test, steel hinge linear relaxation test, anchorage hardness test, tensioning jack calibration data); 5, concrete mixture ratio test table and the approval of the central laboratory.
8) Installation commencement report of box girder and hollow slab beam
Application form for commencement of subdivisional work. Attachment: 1, construction technical scheme report (attached with construction technical scheme); 2, construction lofting inspection sheet (with construction lofting records, self-sampling); 3. Personnel entry inspection sheet (including the number of site leaders, technical leaders, quality inspection leaders, measurement leaders, safety leaders, mechanical operators and other construction workers); 4, in the equipment inspection list (the main construction equipment to complete); 5, building materials inspection list (rubber bearing quality inspection report).
9) Commencement report of bridge deck pavement
Application form for commencement of subdivisional work. Attachment: 1, construction technical scheme report (attached with construction technical scheme); 2, construction lofting inspection sheet (with construction lofting records, self-sampling); 3. Personnel entry inspection sheet (including the number of site leaders, technical leaders, quality inspection leaders, measurement leaders, test leaders, safety leaders, rebar processing leaders, mechanical operators and other construction workers); 4, in the equipment inspection list (the main construction equipment to complete); 5. Inspection sheet of building materials (the test data attached to the self-inspection include crushed stone: silt content test table, crushing value test table, screening test table and needle content test table. Sand: silt content test table, screening test table, light matter content test table, sulfur trioxide content test table, mica content test table; Steel bar: tensile and cold bending table, tensile test table of welded joint: cement: fineness, consistency, setting time, stability test table, mortar strength test table, concrete impermeability test record (if necessary): water: water quality analysis test table (if necessary); 6, concrete mixture ratio test table and the approval of the central laboratory.
10) report on commencement of bridge guardrail
Application form for commencement of subdivisional work. Attachment: 1, construction technical scheme report (attached with construction technical scheme); 2, construction lofting inspection sheet (with construction lofting records, self-sampling); 3. Personnel entry inspection sheet (including the number of site leaders, technical leaders, quality inspection leaders, measurement leaders, test leaders, safety leaders, rebar processing leaders, mechanical operators and other construction workers); 4. Each inspection sheet shall be set on site (the main construction equipment shall be complete): 5. Inspection sheet for building materials (the test data attached for sampling inspection include silt content test table, crushing value test table, screening test table and gravel needle content test table). Sand: silt content test table, screening test table, light substance content test table, sulfur trioxide content test table, mica content test table: steel bar: tensile and cold bending test table, welded joint tensile test table: cement: fineness, consistency, setting time, stability test table, concrete impermeability test record (if necessary); Water: make a water quality analysis test table if necessary); 6, concrete mixture ratio test table and the approval of the central laboratory.
1 1) Commencement Report of Small Precast Components
Application form for commencement of subdivisional work. Attachment: 1, construction technical scheme report (attached with construction technical scheme); 2. Personnel entry inspection sheet (including the number of site leaders, technical leaders, quality inspection leaders, measurement leaders, test leaders, safety leaders, mechanical operators and other construction workers); 3, in the equipment inspection list (the main construction equipment to complete); 4. Inspection sheet of building materials (the test data attached to the self-inspection include crushed stone: silt content test table, crushing value test table, screening test table and needle content test table. Sand: silt content test table and screening test table; Cement: fineness, consistency, setting time, stability inspection table, mortar strength inspection table); 5, concrete mixture ratio test table and the approval of the central laboratory.
17) commencement report of tapered slope protection masonry
Application form for commencement of subdivisional work. Attachment: l. Approval Form for Construction Technical Scheme (attached with construction technical scheme); 2. Inspection list of personnel entering the site (including site director, technical director, quality inspection director, measurement director, safety director and other construction personnel); 3, in the equipment inspection list (the main construction equipment to complete); 4. Construction lofting inspection list.
2. Process inspection data
4) Detection data of bridge foundation piles
Including: 1, intermediate handover certificate (each bridge can complete multiple foundation piles at one time during survey); 2, the project inspection approval; 3, engineering inspection sheet; 4, pile lofting test table; 5, steel processing and installation component project quality inspection evaluation form; 6, bored pile subentry project quality inspection evaluation form (bored pile subentry project quality inspection evaluation form); 7. Drilling records (original records of digging piles); 8, mud performance test records; 9. Completion inspection record of bored pile (completion inspection record of bored pile): 10. Inspection record of bored pile before concrete pouring after the final hole (inspection record of bored pile before concrete pouring after the final hole); Il, underwater concrete records of bored piles (concrete records of dug piles); 12, concrete engineering construction records; 13, slump test record of concrete mixture; 14, elevation measurement record; 15, center deviation inspection record; 16, compressive strength test record of cement concrete; 17, ultrasonic testing test record; 18, ultrasonic testing report. (Among them, the materials that need to be issued or sampled by the supervision engineer are:No. 1, 2, 3, 4, 5, 6, 8, 9, 10, 13, 14, 15,/kloc.
7) Inspection data of bridge bearing platform, capping beam and wing wall behind ear
Including: 1, intermediate completion certificate (when measuring, multiple caps, capping beams and wing walls behind ears in each bridge can be completed at one time); 2, the project inspection approval; 3, engineering inspection sheet; 4, steel processing and installation component project quality inspection evaluation form; 5, cast-in-place concrete integral template installation quality inspection table; 6, pier, cap subentry project quality inspection evaluation form; 7, concrete engineering construction records; 8, concrete mixture slump test records; 9, elevation measurement records; 10, axis deviation inspection record; 1 1, compressive strength test record of cement concrete; 12, flexural test record of cement concrete; 13, cement concrete test report. (The materials that need to be signed or sampled by the supervision engineer are: 1, 2, 3, 4, 5, 6, 8, 9, 10 and ll).
8) Pre-tensioned precast beam and slab for inspection.
Including: 1, intermediate handover certificate (when surveying, each bridge can complete multiple prefabricated beams and slabs at one time); 2, the project inspection approval; 3, engineering inspection sheet; 4, steel processing and installation component project quality inspection evaluation form; 5, cast-in-place concrete integral template installation quality inspection table; 6, precast beam (plate) subentry engineering quality inspection table; 7, steel bar, steel hinge line pretensioning subentry project quality inspection table; 8, prestressed tensioning record table a and b; 9, concrete permeability test records (if necessary); 10, concrete engineering construction record; 1 1, slump test record of concrete mixture; 12, inspection record of camber of precast beam and slab; 13, compressive strength test record of cement concrete; 14, flexural strength test record of cement concrete; 15, cement concrete test report; 16 bellows installation inspection record. (The materials that need to be signed or sampled by the supervision engineer are: 1, 2, 3, 4, 5, 6, 7,1,12, 13, 16).
9) Installation inspection data of pretensioned precast beams and plates
Including: 1, intermediate handover certificate (when surveying, each bridge can complete multiple prefabricated beams and slabs at one time); 2, the project inspection approval; 3, engineering inspection sheet; 4, bearing center deviation detection records; 5, elevation measurement records. (The materials to be issued or sampled by the supervision engineer are: 1, 2, 3, 4 and 5).
10) detection data of bridge deck pavement
Including: l, intermediate completion certificate (porous pavement in each bridge can be completed at one time during measurement); 2, the project inspection approval; 3, engineering inspection sheet; 4, bridge deck pavement subentry project quality inspection table; 5, steel mesh subentry project quality inspection table; 6, concrete engineering construction records; 7, concrete impermeability test records; 8, concrete mixture slump test records; 9, elevation measurement records; 1O, transverse slope inspection record; 1 1, compressive strength test record of cement concrete; 12, flexural test record of cement concrete; 13, cement concrete test report. (The materials to be signed or sampled by the supervision engineer include: items L, 2, 3, 4, 5, 8, 9, lO and ll).
1 1) Inspection data of bridge guardrail
Including: 1, intermediate completion certificate (porous guardrail in each bridge can be completed at one time during measurement); 2, the project inspection approval; 3, engineering inspection sheet; 4, guardrail installation subentry project quality inspection evaluation form; 5, steel processing and installation component project quality inspection table; 6, cast-in-place concrete integral template installation quality inspection table; 7, concrete engineering construction records; 8, concrete mixture slump test records; 9, elevation measurement records; LO, cement concrete compressive strength test records; 1 1, flexural test record of cement concrete; 12, cement concrete test report. (The materials to be signed or sampled by the supervision engineer are: 65438 items +0, 2, 3, 4, 5, 6, 8, 9 and IO).
20) prefabrication and inspection information of small prefabricated components
Including: l, intermediate handover certificate; 2, the project inspection approval; 3, engineering inspection sheet; 4, small prefabricated prefabricated quality inspection table; 5, concrete engineering construction records; 6, concrete mixture slump test records; 7, cement concrete compressive strength test records; 8, cement concrete test report. (The materials to be signed or sampled by the supervision engineer are: 65438 items +0, 2, 3, 4, 6 and 7).
2l) curb installation inspection data
Including: 1, intermediate certificate of completion; 2, the project inspection approval; 3, engineering inspection sheet; 4, kerb laying subentry project quality inspection table; 5, elevation measurement records; 6, mortar compressive strength test records. (Need to be supervised
23) Inspection data of tapered slope protection masonry
Including: 1, intermediate certificate of completion; 2, the project inspection approval; 3, engineering inspection sheet; 4, cone slope protection component project quality inspection table; 5, elevation measurement records; 6, mortar compressive strength test records. (The materials to be issued or sampled by the supervision engineer are: 1, 2, 3, 4, 5 and 6).
Verb (abbreviation of verb) gives special hints.
L, the contractor of each working procedure must be declared to the supervision engineer for sampling inspection before self-inspection, and sign the complete and true self-inspection data. During the sampling inspection by the supervision engineer, the full-time quality inspection personnel of the contractor must accompany the sampling inspection. The construction of the next working procedure can only be carried out after the sampling inspection of the supervision engineer is qualified, and the construction of the next working procedure can not be carried out without the approval of the engineering inspection issued by the supervision engineer;
2. All materials should be completed by hand;
3. All materials shall be in duplicate, one for the contractor and one for the supervisor.