appendix a - status of qc test(prmf guide form)
Post on 05-Apr-2018
222 Views
Preview:
TRANSCRIPT
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
1/16
ITEM NO. UNITS
Previous Total
PART C
DIV.1
No test
Inspection Report - 1
No test
Inspection Report - 1
No test
PE Cert. of Waste - 1
Grading - 3
Plasticity - 3
MDR - 3
FDT - 134
Grading - 3
Plasticity - 3
MDR - 3
FDT - 134
Grading - 1
Plasticity - 1
MDR - 1
FDT - 2
Grading - 1
Plasticity - 1
MDR - 1
FDT - 1
Grading - 9
Plasticity - 9
MDR - 9
FDT - 483Grading - 1
Plasticity - 1
MDR - 1
FDT - 35
Grading - 3
Plasticity - 3
MDR - 3
` FDT - 118
DIV.2
Grading - 23
Plasticity - 23
MDR - 5
Abrasion - 5
CBR - 3FDT - 276
DIV.3
Grading - 10
Plasticity - 10
MDR - 2
Abrasion - 2
CBR - 2
FDT - 112
Grading - 10
Plasticity - 10
MDR - 2
Abrasion - 2
CBR - 2
FDT - 112
DIV.4
404(1) 2,209.00 kg. 2,209.00 2,209.00 1 Quality test for
every 10,000 kgs. of
fraction thereof on
each size for each
shipment
- 1
SURFACE COURSE
300 Aggregate Surface Course 2,800.00 cu.m. 2,540.00 260.00 2,800.00
19,600.00
SUBBASE COURSE
200 Aggregate Subbase Course 6,891.00 cu.m. 6,891.00 6,891.00
105(1) Subgrade Preparation ( Common Materials) 19,600.00 sq.m. 19,600.00
12,025.70
104(3) Embankment from Borrow Materials 1,155.40 cu.m. 1,155.40 1,155.40
104(1) Embankment from Roadway Excavation 12,025.70 cu.m. 6,464.02 5,561.68
31.70
103(3) Foundation Fill 5.00 cu.m. 5.00 5.00
103(1) Structure Excavation(RCBC) 31.70 cu.m. 31.70
3,007.84
102(5) Drainage Excavation (include RCPC, Side ditch) 3,341.42 cu.m. 1766.55 1,241.29 3,007.84
102(2) Surplus Common Excavation 3,341.42 cu.m. 1766.55 1,241.29
164.00
101(5) Removal of Existing Pipe Culvert 15.00 ln.m. 15.00 15.00
100(3) Individual Removal of Trees 164.00 each 164.00
EARTHWORKS
100(1) Clearing and Grubbing 14,000.00 sq.m. 14,000.00 14,000.00
Minimum Test Required
This
Month
CIVIL WORKS
Opol- Basak-Tingalan Road Weekly Report No.:____________
Sta. 3 + 500 to 6+ 300
DESCRIPTION CONTRACT
QUANTITY
ACCOMPLISHMENT
Provincial Road Management Facility Provincial Road
Rehabilitation and Maintenance Project STATUS OF QUALITY CONTROL TEST
CONTRACTOR:
PACKAGE B Report Period:____________ MATERIALS ENGINEER:
CONCRETE STRUCTURE
Reinforcing Steel Bars (Gr. 40)
405(1) Structural Concrete Class "A"
201 Aggregate Base Course 2,800.00 cu.m. 2,540.00 260.00 2,800.00
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
2/16
ITEM NO. UNITS
Previous Total
Minimum Test Required
This
Month
Opol- Basak-Tingalan Road Weekly Report No.:____________
Sta. 3 + 500 to 6+ 300
DESCRIPTION CONTRACT
QUANTITY
ACCOMPLISHMENT
Provincial Road Management Facility Provincial Road
Rehabilitation and Maintenance Project STATUS OF QUALITY CONTROL TEST
CONTRACTOR:
PACKAGE B Report Period:____________ MATERIALS ENGINEER:
24.10 cu.m. 14.60 14.60
217.00 bags 132.00 132.00 *12.05 cu.m. 7.30 7.30 **
16.38 cu.m. 9.93 9.93 ***
- liters - - ****
24.10 cu.m. 14.60 14.60 1 set consisting of 3
pcs. - Concrete
Cylinder Sample shall
be taken from each
days pouring and to
represent not more
than 75.00 cu.m. of
concrete or fraction
thereof.
- 1
d. Water
e. Concrete
(RCBC)
a. Portland Cementb. Fine Aggregates (Rounded)
c. Coarse Aggregates (Angular)
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
3/16
ITEM NO. UNITS
Previous Total
Minimum Test Required
This
Month
Opol- Basak-Tingalan Road Weekly Report No.:____________
Sta. 3 + 500 to 6+ 300
DESCRIPTION CONTRACT
QUANTITY
ACCOMPLISHMENT
Provincial Road Management Facility Provincial Road
Rehabilitation and Maintenance Project STATUS OF QUALITY CONTROL TEST
CONTRACTOR:
PACKAGE B Report Period:____________ MATERIALS ENGINEER:
DIV.5
18.00 lin.m. 18.00 18.00 1 set consisting of 3pcs. - Concrete
Cylinder Sample for
every 25 pipes cast in
the field
- 1
Inspection Report - 1
33.00 bags 33.00 33.00 *
2.16 cu.m. 2.16 2.16 **
3.06 cu.m. 3.06 3.06 ***
liters ****
254.00 kgs 254.00 254.00 ##
6.00 bags 6.00 6.00 *
0.23 cu.m. 0.23 0.23 **- liters - - ****
72.00 lin.m. 72.00 72.00 1 set consisting of 3
pcs. - Concrete
Cylinder Sample for
every 25 pipes cast in
the field
- 3
Inspection Report - 3
265.00 bags 265.00 265.00 *
17.28 cu.m. 17.28 17.28 **
24.48 cu.m. 24.48 24.48 ***
- liters ****
1,368.00 kgs 1,368.00 1,368.00 ##
33.00 bags 33.00 33.00 *
1.44 cu.m. 1.44 1.44 **
- liters - - ****
DIV.5
42.00 lin.m. 42.00 42.00 1 set consisting of 3
pcs. - Concrete
Cylinder Sample for
every 25 pipes cast in
the field
- 2
Inspection Report - 2
368.00 bags 368.00 368.00 *
24.19 cu.m. 24.19 24.19 **
34.27 cu.m. 34.27 34.27 ***
- liters - - ****
2,441.00 kgs 2,441.00 2,441.00 ##
34.00 bags 34.00 34.00 *
1.47 cu.m. 1.47 1.47 **
- liters - - ****
1.00 lin.m. 1 set consisting of 3
pcs. - Concrete
Cylinder Sample for
every 25 pipes cast in
the field
- 1
Inspection Report - 1
2.00 bags *
0.12 cu.m. **
0.17 cu.m. ***
- liters ****
14.10 kgs ##
1.00 bags *
d. Water
e. Reinforcing Steel Bars
B. Mortar for RCPC joints
a. Portland Cement
a. Portland Cement
b. Fine Aggregates
c. Coarse Aggregates
b. Fine Aggregates
c. Water
502(17)a Stone Masonry Headwall,1-610mm
Straight Type (Gr-HST)
For RCPC
a. 610mm
A. Pipes
d. Water
e. Reinforcing Steel Bars
B. Mortar for RCPC joints
a. Portland Cement
DRAINAGE & EROSION WORKS
500(1)f RCPC, Class II, 1520mm
A. Pipes
a. Portland Cement
b. Fine Aggregates
c. Coarse Aggregates
B. Mortar for RCPC joints
a. Portland Cement
b. Fine Aggregates
c. Water
c. Coarse Aggregates
d. Water
e. Reinforcing Steel Bars
b. Fine Aggregatesc. Water
500(1)c RCPC, Class II, 910mm
A. Pipes
a. Portland Cement
b. Fine Aggregates
d. Water
e. Reinforcing Steel Bars
B. Mortar for RCPC joints
a. Portland Cement
DRAINAGE & EROSION WORKS
500(1)b RCPC, Class II, 610mm
A. Pipes
a. Portland Cement
b. Fine Aggregates
c. Coarse Aggregates
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
4/16
ITEM NO. UNITS
Previous Total
Minimum Test Required
This
Month
Opol- Basak-Tingalan Road Weekly Report No.:____________
Sta. 3 + 500 to 6+ 300
DESCRIPTION CONTRACT
QUANTITY
ACCOMPLISHMENT
Provincial Road Management Facility Provincial Road
Rehabilitation and Maintenance Project STATUS OF QUALITY CONTROL TEST
CONTRACTOR:
PACKAGE B Report Period:____________ MATERIALS ENGINEER:
0.01 cu.m. **
- liters ****DIV.5
0.81 cu.m.
2.00 bags *
0.14 cu.m. **
0.81 cu.m. #
- liters ****
11.00 ln.m. 1 set consisting of 3
pcs. - Concrete
Cylinder Sample for
every 25 pipes cast in
the field
- 1
Inspection Report - 1
41.00 bags *
A. Pipes
a. Portland Cement
c. Stone
d. Water
502(19)d Stone Masonry Headwall,1-910mm
Flared Type (FT-Hw)
For RCPC
a. 910mm
b. Fine Aggregates
c. WaterDRAINAGE & EROSION WORKS
For Stone Masonry
a. Portland Cement
b.Fine Aggregates
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
5/16
ITEM NO. UNITS
Previous Total
Minimum Test Required
This
Month
Opol- Basak-Tingalan Road Weekly Report No.:____________
Sta. 3 + 500 to 6+ 300
DESCRIPTION CONTRACT
QUANTITY
ACCOMPLISHMENT
Provincial Road Management Facility Provincial Road
Rehabilitation and Maintenance Project STATUS OF QUALITY CONTROL TEST
CONTRACTOR:
PACKAGE B Report Period:____________ MATERIALS ENGINEER:
2.64 cu.m. **
3.74 cu.m. ***- liters ****
209.00 kgs ##
5.00 bags *
0.22 cu.m. **
- liters ****
3.98 cu.m.
8.00 bags *
0.68 cu.m. **
3.98 cu.m. #
- liters ****
DIV.5
2.00 ln.m. 1 set consisting of 3
pcs. - Concrete
Cylinder Sample for
every 25 pipes cast in
the field
-
Inspection Report - 1
8.00 bags *
0.48 cu.m. **
0.68 cu.m. ***
- liters ****
38.00 kgs ##e. Reinforcing Steel Bars
b. Fine Aggregates
c. Coarse Aggregates
d. Water
d. Water
DRAINAGE & EROSION WORKS
502(19)g Stone Masonry Headwall,2-910mm
Flared Type (FT-Hw)
For RCPC
a. 910mm
A. Pipes
a. Portland Cement
a. Portland Cement
b.Fine Aggregates
c. Stone
b. Fine Aggregates
c. Water
For Stone Masonry
d. Water
e. Reinforcing Steel Bars
B. Mortar for RCPC joints
a. Portland Cement
b. Fine Aggregates
c. Coarse Aggregates
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
6/16
ITEM NO. UNITS
Previous Total
Minimum Test Required
This
Month
Opol- Basak-Tingalan Road Weekly Report No.:____________
Sta. 3 + 500 to 6+ 300
DESCRIPTION CONTRACT
QUANTITY
ACCOMPLISHMENT
Provincial Road Management Facility Provincial Road
Rehabilitation and Maintenance Project STATUS OF QUALITY CONTROL TEST
CONTRACTOR:
PACKAGE B Report Period:____________ MATERIALS ENGINEER:
1.00 bags *
0.04 cu.m. **
- liters ****
6.00 cu.m.
12.00 bags *
1.02 cu.m. **
6.00 cu.m. #
- liters ****
DIV.5
11.00 ln.m. 1 set consisting of 3pcs. - Concrete
Cylinder Sample for
every 25 pipes cast in
the field
- 1
Inspection Report - 1
41.00 bags *
2.64 cu.m. **
3.74 cu.m. ***
- liters ****
209.00 kgs ##
5.00 bags *
0.22 cu.m. **
- liters ****
11.62 cu.m.
24.00 bags *
1.98 cu.m. **b.Fine Aggregates
c. Water
For Stone Masonry
a. Portland Cement
e. Reinforcing Steel Bars
B. Mortar for RCPC joints
a. Portland Cement
b. Fine Aggregates
b. Fine Aggregates
c. Coarse Aggregates
d. Water
d. Water
DRAINAGE & EROSION WORKS
502(22)d Stone Masonry Headwall,Wing Walland Apron, 1-1520mm Flared Type (FT-Hw)
For RCPC
a. 910mm
A. Pipes
a. Portland Cement
a. Portland Cement
b.Fine Aggregates
c. Stone
b. Fine Aggregates
c. Water
For Stone Masonry
B. Mortar for RCPC jointsa. Portland Cement
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
7/16
ITEM NO. UNITS
Previous Total
Minimum Test Required
This
Month
Opol- Basak-Tingalan Road Weekly Report No.:____________
Sta. 3 + 500 to 6+ 300
DESCRIPTION CONTRACT
QUANTITY
ACCOMPLISHMENT
Provincial Road Management Facility Provincial Road
Rehabilitation and Maintenance Project STATUS OF QUALITY CONTROL TEST
CONTRACTOR:
PACKAGE B Report Period:____________ MATERIALS ENGINEER:
11.62 cu.m. #
- liters ****1,666.40 cu.m.
3,333.00 bags *
283.29 cu.m. **
1,666.40 cu.m. #
- liters ****
508 ? cu.m. Specific Gravity and
Absorption
- 1
DIV.6
Quality Test - 1
Inspection Report - 1
Quality Test - 1
Inspection Report - 1
4.62 cu.m.
44.00 bags *
2.45 cu.m. **
3.14 cu.m. ***
- liters ****
4.62 cu.m. 1 set consisting of 3
pcs. - Concrete
Cylinder Sample shall
be taken from each
days pouring and to
represent not more
than 75.00 cu.m. of
concrete or fraction
thereof.
- 1
605(1) ? each Inspection Report - 1
605(4) Project Information Signs ? each Inspection Report - 1611 ? each Inspection Report - 1
* 4,483.00 bags 871.00 871.00 Quality Test - 3
Quality Test - 1
Grading Test - 5
Quality Test - 1*** c. Coarse Aggregates 89.66 cu.m. 71.74 71.74
a. Portland Cement
** b. Fine Aggregates 354.75 cu.m. 54.07 54.07
SUMMARY
b. Fine Aggregates
c. Coarse Aggregates
d. Water
603(6) Concrete Post Guard Rail
( Concrete Class "C")
a. Portland Cement
Tree Planting ( Furnishing and
Transplanting)
e. Concrete
Warning Signs
603(3) Metal Beam Guard Rail 240.00 ln.m.
603(5) Guard Rail End Piece 8.00 each
Hand Laid Rock Embankment
MISCELLANEOUS STRUCTURE
d. Water505(5) Grouted Riprap Class "A"
a. Portland Cement
b.Fine Aggregates
c. Stone
d. Water
c. Stone
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
8/16
ITEM NO. UNITS
Previous Total
Minimum Test Required
This
Month
Opol- Basak-Tingalan Road Weekly Report No.:____________
Sta. 3 + 500 to 6+ 300
DESCRIPTION CONTRACT
QUANTITY
ACCOMPLISHMENT
Provincial Road Management Facility Provincial Road
Rehabilitation and Maintenance Project STATUS OF QUALITY CONTROL TEST
CONTRACTOR:
PACKAGE B Report Period:____________ MATERIALS ENGINEER:
Abrasion Test - 1
Grading Test - 2
P.E. Certification - 1
Quality Test (if source
is questionable)
- 1
Specific Gravity and
Absorption
- 1
Inspection Report - 1
## 6,742.10 kgs. 1 Quality test for
every 10,000 kgs. of
fraction thereof on
each size for each
shipment? mm RSB ? kgs. ? ? Quality Test - ?
? mm RSB ? kgs. ? ? Quality Test - ?
? mm RSB ? kgs. ? ? Quality Test - ?
1631
Prepared by: Certified Correct: Submitted
% Accomplish
CONTRACTOR'S MATERIALS ENGINEER PEO MATERIALS ENGINEER P
f. Reinforcing Steel Bars (Assorted sizes) Please
separate below and group the following rebars
according to its nominal size diameter with
corresponding total weight quantity
INSPECTION:
Continuous Quality Control Inspection on all items of work should be done as construction of work progresses.Inspection Report to be submitted
Total No. of Test
# e. Stone 1,677.19 cu.m.
**** d. Water - liters - -
PRMF MATERIALS ENGINEER PR
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
9/16
Previous Total
1 Inspection Report - 0
1 Inspection Report - 0
1 PE Cert. of Waste - 0
2 1 3 Grading - 0
2 1 3 Plasticity - 0
2 1 3 MDR - 0
71 50 121 FDT - 13
2 1 3 Grading - 02 1 3 Plasticity - 0
2 1 3 MDR - 0
71 50 121 FDT - 13
1 1 Grading - 0
1 1 Plasticity - 0
1 1 MDR - 0
2 2 FDT - 0
1 1 Grading - 0
1 1 Plasticity - 0
1 1 MDR - 0
1 1 FDT - 0
5 4 9 Grading - 0
5 4 9 Plasticity - 0
5 4 9 MDR - 0
483 483 FDT - 0
1 1 Grading - 0
1 1 Plasticity - 0
1 1 MDR - 0
35 35 FDT - 0
3 3 Grading - 0
3 3 Plasticity - 0
3 3 MDR - 0
118 118 FDT - 0
23 23 Grading - 0
23 23 Plasticity - 0
5 5 MDR - 0
5 5 Abrasion - 0
3 3 CBR - 0276 276 FDT - 0
9 1 10 Grading - 0
9 1 10 Plasticity - 0
2 2 MDR - 0
2 2 Abrasion - 0
2 2 CBR - 0
102 10 112 FDT - 0
9 1 10 Grading - 0
9 1 10 Plasticity - 0
2 2 MDR - 0
2 2 Abrasion - 0
2 2 CBR - 0
102 10 112 FDT - 0
1 1 1 Quality test for
every 10,000 kgs. of
fraction thereof on
each size for each
shipment
- 0
TEST PERFORMED BALANCE
This
Month
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
10/16
Previous Total
TEST PERFORMED BALANCE
This
Month
1 1 1 set consisting of 3
pcs. - Concrete
Cylinder Sample shall
be taken from each
days pouring and to
represent not more
than 75.00 cu.m. of
concrete or fraction
thereof.
- 1
see summary
see summary
see summarysee summary
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
11/16
Previous Total
TEST PERFORMED BALANCE
This
Month
1 1 1 set consisting of 3pcs. - Concrete
Cylinder Sample for
every 25 pipes cast in
the field
- 0
1 1 Inspection Report - 0
3 3 1 set consisting of 3
pcs. - Concrete
Cylinder Sample for
every 25 pipes cast in
the field
- 0
3 3 Inspection Report - 0
2 2 1 set consisting of 3
pcs. - Concrete
Cylinder Sample for
every 25 pipes cast in
the field
- 0
2 2 Inspection Report - 0
0 1 set consisting of 3
pcs. - Concrete
Cylinder Sample for
every 25 pipes cast in
the field
- 1
Inspection Report - 1
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summarysee summary
see summary
see summary
see summary
see summary
see summary
see summary
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
12/16
Previous Total
TEST PERFORMED BALANCE
This
Month
1 set consisting of 3
pcs. - Concrete
Cylinder Sample for
every 25 pipes cast in
the field
- 1
Inspection Report - 1
see summary
see summary
see summary
see summary
see summary
see summary
see summary
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
13/16
Previous Total
TEST PERFORMED BALANCE
This
Month
1 set consisting of 3
pcs. - Concrete
Cylinder Sample for
every 25 pipes cast in
the field
- 1
1 1 Inspection Report - 1
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
14/16
Previous Total
TEST PERFORMED BALANCE
This
Month
1 set consisting of 3pcs. - Concrete
Cylinder Sample for
every 25 pipes cast in
the field
- 1
Inspection Report - 1
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
15/16
Previous Total
TEST PERFORMED BALANCE
This
Month
Specific Gravity and
Absorption
- 1
Quality Test - 1
Inspection Report - 1
Quality Test - 1
Inspection Report - 1
1 set consisting of 3
pcs. - Concrete
Cylinder Sample shall
be taken from each
days pouring and to
represent not more
than 75.00 cu.m. of
concrete or fraction
thereof.
- 1
1 1 Inspection Report - 0
1 1 Inspection Report - 0
1 1 Inspection Report - 0
1 1 Quality Test - 2
1 1 Quality Test - 0
1 1 Grading Test - 4
1 1 Quality Test - 0
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
see summary
-
7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)
16/16
Previous Total
TEST PERFORMED BALANCE
This
Month
1 1 Abrasion Test - 0
1 1 Grading Test - 1
1 1 P.E. Certification - 0
1 1 Quality Test (if source
is questionable)
- 0
Specific Gravity and
Absorption
- 1
Inspection Report - 1
1 Quality test for
every 10,000 kgs. of
fraction thereof on
each size for each
shipment? ? Quality Test - ?
? ? Quality Test - ?
? ? Quality Test - ?
1404 180 1581 Total Balance 50
86.0822 11.036 96.93 3.07
by:
% Balance
EO Resident Engineer
as required.
MF Resident Engineer
top related