Sampling & Testing Guide-Minimum FrequencySTRUCTURAL CONCRETE, REINFORCEMENT, FOUNDATIONS & SUBSTRUCTURES,CONCRETE STRUCTURES, CONCRETE FLOORS, & CONCRETE BOX, ARCH & CIRCULAR CULVERTS
|
||||||||||||||||||||||||||||||
MATERIAL OR CONSTRUCTION ITEM |
TESTS |
METHOD OF ACCEPTANCE & RELATED IMs |
QUALITY CONTROL |
INDEPENDENT ASSURANCE & VERIFICATION S&T |
REMARKS |
|||||||||||||||||||||||||
SAMPLE BY |
FREQ. |
SAMPLE SIZE |
TEST BY |
REPORT |
S&T TYPE |
SAMPLE BY |
FREQ. |
SAMPLE SIZE |
TEST BY |
REPORT |
|
|||||||||||||||||||
SOURCE INSPECTION |
||||||||||||||||||||||||||||||
Aggregate-Fine (4110) |
|
AS 209
|
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|
|
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|
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|
|
|
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Aggregate-Coarse (4115) |
|
AS 209 |
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|
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|
|
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Granular Backfill (4133) |
|
AS 209 |
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Portland Cement (4101) |
Quality |
AS 401 |
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|
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Fly Ash (4108) |
Quality
|
AS 491.17 |
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|
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Mixing Water (4102) |
Quality
|
|
|
|
|
|
|
V |
RCE |
1/source |
1pt |
CMB |
|
Not required for potable water from Municipal Supply (2) |
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GGBFS (Ground Granulated Blast Furnace Slag) |
Quality |
AS 491.14 |
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|
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Air Entraining Admixture |
Quality |
AB 403 |
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|
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Retarding Admixture |
Quality |
AB 403 |
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Water reducing Admixture |
Quality |
AB 403 |
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|
||||||||||||||||
Curing Compound, White (4105) |
Lab Tested |
AS 405 |
|
|
|
|
|
V |
DME |
1/batch |
1qt |
CMB |
|
Sample batches not previously reported or as required by DME |
||||||||||||||||
Curing Compound, Clear (4105) |
|
AB 405.07 |
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NOTE: For Local agency projects with no Federal funding, verification samples or monitor samples sampled by the DME are not required. These samples may be sampled by the contracting authority. With prior approval, these samples may be tested by the Iowa Department of Transportation Central Laboratory. |
Sampling & Testing Guide-Minimum FrequencySTRUCTURAL CONCRETE, REINFORCEMENT, FOUNDATIONS & SUBSTRUCTURES,CONCRETE STRUCTURES, CONCRETE FLOORS, & CONCRETE BOX, ARCH & CIRCULAR CULVERTS
|
|||||||||||||||||||||||||||||||
MATERIAL OR CONSTRUCTION ITEM |
TESTS |
METHOD OF ACCEPTANCE & RELATED IMs |
QUALITY CONTROL |
INDEPENDENT ASSURANCE& VERIFICATION S&T |
REMARKS
|
||||||||||||||||||||||||||
SAMPLE BY |
FREQ. |
SAMPLE SIZE |
TEST BY |
REPORT |
S&T TYPE |
SAMPLE BY |
FREQ. |
SAMPLE SIZE |
TEST BY |
REPORT |
|
||||||||||||||||||||
SOURCE INSPECTION |
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Pre-formed Joint Sealer (4136) |
Lab-Tested |
AB 436.02 |
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|
|
|
|
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|
|
|
|
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Reinforcing Steel Bars (4151) |
Quality
|
AS 451 |
|
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|
|
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|
|
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|
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Steel Pile (4167) |
Quality |
|
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|
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|
|
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|
|
||||||||||||||||||
Concrete Pile (4166) |
Quality |
AS 570 |
|
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|
|
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|
|
|||||||||||||||||
Timber Pile (4165) |
Quality
|
Cert 462 AS |
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|
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|
Treated-Cert 462 AS |
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|
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Concrete Anchors |
Quality |
AB 453.09 |
|
|
|
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|
|
|
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Epoxy Grout |
Quality |
AB 491.11 |
|
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|
|
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Concrete Sealer |
Quality |
AB 491.12 |
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|
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Subdrain Pipe (4143) |
Quality |
|
|
|
|
|
|
|
|
|
|
|
|
||||||||||||||||||
Neoprene Bearing Pads (4195) |
|
AS 495.03 |
|
|
|
|
|
|
|
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|
|
|
|
|||||||||||||||||
Bronze Bearing Plates (4190.03) |
|
AS Cert |
|
|
|
|
|
|
|
|
|
|
|
|
|||||||||||||||||
|
|||||||||||||||||||||||||||||||
Sampling & Testing Guide-Minimum FrequencySTRUCTURAL CONCRETE, REINFORCEMENT, FOUNDATIONS & SUBSTRUCTURES,CONCRETE STRUCTURES, CONCRETE FLOORS, & CONCRETE BOX, ARCH & CIRCULAR CULVERTS
|
|||||||||||||||||||||||||||||||
MATERIAL OR CONSTRUCTION ITEM |
TESTS |
METHOD OF ACCEPTANCE & RELATED IMs |
QUALITY CONTROL |
INDEPENDENT ASSURANCE& VERIFICATION S&T |
REMARKS
|
||||||||||||||||||||||||||
SAMPLE BY |
FREQ. |
SAMPLE SIZE |
TEST BY |
REPORT |
S&T TYPE |
SAMPLE BY |
FREQ. |
SAMPLE SIZE |
TEST BY |
REPORT |
|
||||||||||||||||||||
SOURCE INSPECTION |
|||||||||||||||||||||||||||||||
Steel Masonry Plate (4152) |
|
AS Cert |
|
|
|
|
|
|
|
|
|
|
|
|
|||||||||||||||||
Prestress Units, Precast Units (2407) |
Quality |
AS Cert Inspection Report 570 |
|
|
|
|
|
|
|
|
|
|
|
|
|||||||||||||||||
Precast Units (2419) |
Quality |
AS Cert 445 |
|
|
|
|
|
|
|
|
|
|
|
|
|||||||||||||||||
Anchor Bolts (lighting, signing, handrail, structures) (4153) |
Lab Tested |
ASD |
|
|
|
|
|
|
|
|
|
|
|
|
|||||||||||||||||
Structural Steel (4152) |
Quality |
Cert |
|
|
|
|
|
|
|
|
|
|
|
Monitor Sample According to plans or other instructions |
|||||||||||||||||
Aluminum & Steel Bridge Rail & Anchor Assembly |
|
ASD |
|
|
|
|
|
|
|
|
|
|
|
|
|||||||||||||||||
Conduit (Electrical) (4185.10)) Steel |
|
AS |
|
|
|
|
|
|
|
|
|
|
|
|
|||||||||||||||||
Conduit (Plastic) (4185.10) |
Lab Tested |
|
|
|
|
|
|
V |
DME |
1/size |
4’ |
CMB |
|
|
|||||||||||||||||
Bentonite |
|
Visual |
|
|
|
|
|
|
|
|
|
|
|
|
|||||||||||||||||
Flowable Mortar |
Lab Tested
|
Trial Mix |
|
|
|
|
|
|
|
|
|
|
|
Tested by DME |
|||||||||||||||||
Fabric Formed Revetment |
|
Approved 375 Trial Mix |
|
|
|
|
|
|
|
|
|
|
|
Tested by DME |
|||||||||||||||||
|
|||||||||||||||||||||||||||||||
NOTE: For Local agency projects with no Federal funding, verification samples or monitor samples sampled by the DME are not required. These samples may be sampled by the contracting authority. With prior approval, these samples may be tested by the Iowa Department of Transportation Central Laboratory. |
|||||||||||||||||||||||||||||||
Sampling & Testing Guide-Minimum FrequencySTRUCTURAL CONCRETE, REINFORCEMENT, FOUNDATIONS & SUBSTRUCTURES,CONCRETE STRUCTURES, CONCRETE FLOORS, & CONCRETE BOX, ARCH & CIRCULAR CULVERTS
|
|||||||||||||||||||||||||||||||||
MATERIAL OR CONSTRUCTION ITEM |
TESTS |
METHOD OF ACCEPTANCE & RELATED IMs |
QUALITY CONTROL |
INDEPENDENT ASSURANCE& VERIFICATION S&T |
REMARKS
|
||||||||||||||||||||||||||||
SAMPLE BY |
FREQ. |
SAMPLE SIZE |
TEST BY |
REPORT |
S&T TYPE |
SAMPLE BY |
FREQ. |
SAMPLE SIZE |
TEST BY |
REPORT |
|
||||||||||||||||||||||
PLANT INSPECTION |
|||||||||||||||||||||||||||||||||
Aggregate- Fine (4110) |
Gradation Deck |
CONTR |
CONTR |
800240
|
V
IA |
RCE/ CONTR |
Sample & Test 1/deck pour |
RCE
DME |
Plant Monitor Workbook |
See IM 528 |
|||||||||||||||||||||||
|
Gradation All other |
|
CONTR |
CONTR |
V
IA |
RCE/ CONTR
1/project |
Sample 1/wk Test 1st day +20% |
RCE
DME |
Plant Monitor Workbook |
See IM 528
Systems approach applicable |
|||||||||||||||||||||||
|
Moisture |
CONTR |
CONTR |
|
|
|
|
|
|
See IM 528 if Moisture Probe is used |
|||||||||||||||||||||||
|
Sp. Gr. |
CONTR |
CONTR |
|
|
|
|
|
|
|
|||||||||||||||||||||||
|
Quality |
AS 209 |
|
|
|
|
|
|
|
|
|
|
|
||||||||||||||||||||
Aggregate- Coarse (4115) |
Gradation Deck |
CONTR |
CONTR |
V
IA |
RCE/ CONTR |
Sample & Test 1/deck pour |
RCE
DME |
Plant Monitor Workbook |
See IM 528 |
||||||||||||||||||||||||
|
Gradation All other |
|
CONTR |
CONTR |
V
IA |
RCE/ CONTR
1/project |
Sample 1/wk Test 1st day +20% |
RCE
DME |
Plant Monitor Workbook |
See IM 528
Systems approach applicable |
|||||||||||||||||||||||
|
Moisture |
CONTR |
2000gm |
CONTR |
|
|
|
|
|
|
|
||||||||||||||||||||||
|
Sp. Gr. |
CONTR |
2000gm |
CONTR |
|
|
|
|
|
|
|
||||||||||||||||||||||
|
Quality |
AS 209 |
|
|
|
|
V |
DME |
1/1000 cy |
50 lb |
CMB |
|
(1) |
||||||||||||||||||||
Portland Cement |
w/c ratio |
CONTR |
1/pour |
|
CONTR |
|
|
|
|
|
|
|
|||||||||||||||||||||
Quality |
AS Cert |
|
|
|
|
V |
DME |
1/1000 cy |
15 lb |
CMB |
|
(1) |
|||||||||||||||||||||
|
|||||||||||||||||||||||||||||||||
NOTE: For Local agency projects with no Federal funding, verification samples or monitor samples sampled by the DME are not required. These samples may be sampled by the contracting authority. With prior approval, these samples may be tested by the Iowa Department of Transportation Central Laboratory. |
|||||||||||||||||||||||||||||||||
Sampling & Testing Guide-Minimum FrequencySTRUCTURAL CONCRETE, REINFORCEMENT, FOUNDATIONS & SUBSTRUCTURES,CONCRETE STRUCTURES, CONCRETE FLOORS, & CONCRETE BOX, ARCH & CIRCULAR CULVERTS
|
||||||||||||||||||||||||||||||
MATERIAL OR CONSTRUCTION ITEM |
TESTS |
METHOD OF ACCEPTANCE & RELATED IMs |
QUALITY CONTROL |
INDEPENDENT ASSURANCE& VERIFICATION S&T |
REMARKS
|
|||||||||||||||||||||||||
SAMPLE BY |
FREQ. |
SAMPLE SIZE |
TEST BY |
REPORT |
S&T TYPE |
SAMPLE BY |
FREQ. |
SAMPLE SIZE |
TEST BY |
REPORT |
|
|||||||||||||||||||
PLANT INSPECTION |
||||||||||||||||||||||||||||||
Fly Ash |
Quality |
AS Cert |
|
Each Load |
|
|
800240 |
|
|
|
|
|
|
|
||||||||||||||||
GGBFS(Ground Granulated Blast Furnace Slag) |
Quality |
AS Cert |
|
Each Load |
|
|
|
|
|
|
|
|
|
|||||||||||||||||
Air-Entraining Admixture (4103) |
|
AB 403 |
|
|
|
|
|
M |
DME |
1/project |
1pt |
CMB |
|
(1) Sample lots/batches not previously reported or as required by DME |
||||||||||||||||
Retarding Admixture |
|
AB 403 |
|
|
|
|
|
M |
DME |
1/project |
1pt |
CMB |
|
|||||||||||||||||
Water Reducing Admixture (4103) |
|
AB 403 |
|
|
|
|
|
M |
DME |
1/project |
1pt |
CMB |
|
|
||||||||||||||||
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
||||||||||||||||
GRADE INSPECTION |
||||||||||||||||||||||||||||||
Plastic Concrete |
Air Content |
|
|
|
|
E145* |
V
IA |
RCE |
1/30 cy, min. 1/day |
|
RCE
DME |
|
If >350 cy placement, DME may increase to 1/50 cy, if consistent during first 90 cy |
|||||||||||||||||
|
Slump |
|
|
|
|
V
IA |
RCE |
1/30 cy, min. 1/day |
|
RCE
DME |
|
DME may adjust |
||||||||||||||||||
|
Beams |
|
|
|
|
|
RCE |
2/placement |
|
RCE |
|
If required per 2403 |
||||||||||||||||||
|
Cylinders |
|
|
|
|
|
|
|
DME
|
|
|
DME |
|
See Note |
||||||||||||||||
|
||||||||||||||||||||||||||||||
NOTE: For Local agency projects with no Federal funding, verification samples or monitor samples sampled by the DME are not required. These samples may be sampled by the contracting authority. With prior approval, these samples may be tested by the Iowa Department of Transportation Central Laboratory. |
Sampling & Testing Guide-Minimum FrequencySTRUCTURAL CONCRETE, REINFORCEMENT, FOUNDATIONS & SUBSTRUCTURES,CONCRETE STRUCTURES, CONCRETE FLOORS, & CONCRETE BOX, ARCH & CIRCULAR CULVERTS
|
|||||||||||||||||||||||||||||||
MATERIAL OR CONSTRUCTION ITEM |
TESTS |
METHOD OF ACCEPTANCE & RELATED IMs |
QUALITY CONTROL |
INDEPENDENT ASSURANCE& VERIFICATION S&T |
REMARKS
|
||||||||||||||||||||||||||
SAMPLE BY |
FREQ. |
SAMPLE SIZE |
TES BY |
REPORT |
S&T TYPE |
SAMPLE BY |
FREQ. |
SAMPLE SIZE |
TEST BY |
REPORT |
|
||||||||||||||||||||
GRADE INSPECTION |
|||||||||||||||||||||||||||||||
Reinforcing Steel (4151) |
Quality |
AS Cert |
|
Each Shipment |
|
|
Field Book |
V |
DME |
6 ft |
CMB |
|
|
||||||||||||||||||
Reinforcing Steel Epoxy Coated (4151) |
Quality |
AS Cert |
|
Each Shipment |
|
|
Field Book |
V |
DME |
1 bar |
6 ft |
CMB |
|
Will be verification tested for coating |
|||||||||||||||||
Reinforcing Stainless Steel (4151) |
Quality |
AS Cert |
|
Each Shipment |
|
|
Field Book |
V |
DME |
6 ft |
CMB |
|
|
||||||||||||||||||
Steel Pile (4167) |
Quality |
AS Cert |
|
Each Heat |
|
|
Field Book |
|
DME |
|
CMB |
|
|
||||||||||||||||||
Timber Pile (4165) |
Quality |
AS 462 Cert |
|
|
|
|
|
V |
DME |
|
CMB |
|
No grade requirement Charge numbers on butt end. |
||||||||||||||||||
Anchor Bolts (lighting, signing, handrail, structures) |
Lab Tested |
ASD |
|
|
|
|
|
V |
DME |
1/diameter/ source/year |
1 bolt w/nut & washer |
CMB |
|
Sample only if not source inspected |
|||||||||||||||||
Steel Masonry Plates (4152) |
|
ASD Cert |
|
Each Shipment |
|
|
Field Book |
|
|
|
|
|
|
Approved by Materials Department |
|||||||||||||||||
Bronze Bearing Plates (4190.03) |
Lab Tested |
|
|
|
|
|
|
V |
DME |
1/project |
1 only |
CMB |
|
Sample only if not source inspected |
|||||||||||||||||
Neoprene Bearing Pads (4195) |
|
AS 495.03 |
|
Each Shipment |
|
|
820905 |
|
|
|
|
|
|
|
|||||||||||||||||
Alum. Bridge Rail & Anchor Assembly |
|
ASD |
|
Each Shipment |
|
|
Field Book |
|
|
|
|
|
|
Approved By Materials Dept. |
|||||||||||||||||
Drains (Std Steel Pipe)(as per plan) |
Dimensions Galvanized |
ASD Visual |
|
|
|
|
|
V |
DME |
1/project |
|
DME |
|
|
|||||||||||||||||
|
|||||||||||||||||||||||||||||||
Sampling & Testing Guide-Minimum FrequencySTRUCTURAL CONCRETE, REINFORCEMENT, FOUNDATIONS & SUBSTRUCTURES,CONCRETE STRUCTURES, CONCRETE FLOORS, & CONCRETE BOX, ARCH & CIRCULAR CULVERTS
|
|||||||||||||||||||||||||||||||
MATERIAL OR CONSTRUCTION ITEM |
TESTS |
METHOD OF ACCEPTANCE & RELATED IMs |
QUALITY CONTROL |
INDEPENDENT ASSURANCE& VERIFICATION S&T |
REMARKS
|
||||||||||||||||||||||||||
SAMPLE BY |
FREQ. |
SAMPLE SIZE |
TEST BY |
REPORT |
S&T TYPE |
SAMPLE BY |
FREQ. |
SAMPLE SIZE |
TEST BY |
REPORT |
|
||||||||||||||||||||
GRADE INSPECTION |
|||||||||||||||||||||||||||||||
Timber (4162) & Lumber (4163) |
Quality |
AS 462 Treated-Cert |
|
|
|
|
|
|
|
|
|
|
|
|
|||||||||||||||||
Subdrain Pipe (4143) |
Quality |
|
Each Shipment |
|
|
|
|
|
|
|
|
|
|
||||||||||||||||||
Flowable Mortar (2506) |
Flow Test |
|
|
|
|
|
V |
RCE |
1/4 hours (critical) Visual (noncritical) |
|
RCE |
Plant Report |
Mix Design approval by DME Lab mix for critical flow only |
||||||||||||||||||
Grout for Stone Revetment 2507
and |
Air Content |
|
|
|
|
|
V |
RCE |
1/half day |
|
|
Plant Report |
Fabric Formed Mix Design approval by DME |
||||||||||||||||||
Flow Test |
|
|
|
|
|
V |
RCE |
1/half day |
|
|
|
Fabric Formed Revetment Only |
|||||||||||||||||||
Compressive Strength |
|
|
|
|
|
|
|
|
|
|
|
Only when required by the DME |
|||||||||||||||||||
Foamed Cellular Concrete |
Density |
|
CONTR |
Each Load |
|
|
|
|
|
|
|
|
|
RCE Witness density test by CONTR |
|||||||||||||||||
Bentonite |
Flow Test |
Visual 375 |
|
|
|
RCE |
|
|
|
|
|
|
|
|
|||||||||||||||||
Hardened Concrete |
Smoothness
|
341s |
CONTR |
100% |
|
CONTR |
821301 |
V |
DME |
10% |
|
DME |
|
|
|||||||||||||||||
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|||||||||||||||||
|
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