COLD-IN-PLACE RECYCLED ASPHALT PAVEMENT

Section 2318, DS-01076

 

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

Asphalt  Stabilizing Agent

Quality

AS                  437

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

                          

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

                          

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

                          

 

 

 

 

 

 

 

 

 

 

 

 

 

GRADE INSPECTION

RAP (2318.02)

Max Size

                          

 

 

 

 

 

V

RCE

1st day +

1/week

10 lb

RCE

 

 

Stabilizing Agent

(Engr. Emulsion)

Quality Residue

Cert                    

                      360

 

 

 

 

 

V

RCE/CONTR

RCE/CONTR

1/project

1/day (2)

1 qt

1 qt

CTRL

DME

 

Must use plastic bottle for emulsion

Stabilizing Agent

(Foamed Asphalt)

Quality

DSR

Cert

 

 

 

 

 

V

RCE/CONTR

RCE/CONTR

1/project

1/day (2)

1 qt

1 qt

CTRL

DME

 

 

Stabilizing Agent

(Std. Emulsion)

Quality Residue

Cert                    

                      360

 

 

 

 

 

V

RCE

1/day(2)

1 qt

DME

 

Must use plastic bottle for emulsion

Uncompacted Mixture

Moisture Density

                      504

                      504

 

 

 

 

 

V

RCE

1/lot

40 lb

DME

 

Sealed Container

Compacted

Mixture

Moisture(1)

Density

                      504

                      504

CONTR

CONTR

10/lot

10/lot

 

CONTR

CONTR

 

 

 

 

 

 

 

Witnessed by RCE

Completed CIR Layer

Moisture

504

CONTR

2/lot (3)

 

CONTR

 

 

 

 

 

 

 

 

Smoothness

 

DS-01076 only

 

 

 

 

 

 

 

 

 

 

 

 

AS-Approved Source

Cert- Certification Statement

RCE-Resident Construction Engineer/Project Engineer

IA-Independent Assurance

ASD-Approved Shop Drawing

 

DME-District Materials Engineer

V-Verification

S&T-Sampling & Testing

 

CTRL-Central Materials Office

 

 

 

CONTR-Contractor

 

(1)See IM 504 for Day 1 moisture correction factor.

(2)The sample from the first day and 1/week shall be forwarded to the District Laboratory for testing. The other samples shall be retained for submission in the event of a failing test result.

(3)No more than 3 calendar days between consecutive tests. Adjustments may be approved by the Engineer for inclement weather or conditions.