Remaining_SPEC_Pages_W912P619B0007_CHICAGO_LOCK_NORTH_PIER_REPAIRS_Part_III_13JUn2019.pdf

Reservoirs Environmental, Inc.

Reservoirs Environmental QA Manual

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

29A EM 1076995 A Black fibrous tar 100 Chrysotile TR 15 85

29B EM 1076996 A Black fibrous tar 100 Chrysotile TR 15 85

29C EM 1076997 A Black fibrous tar 100 Chrysotile TR 15 85

30A EM 1076998 A

B

Silver/multi-colored paint

Gray sealant

90 Chrysotile

ND

30B EM 1076999 A Gray sealant 100 Chrysotile 5 0 95

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

1-866-RESI-ENV

www.reilab.com

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

30C EM 1077000 A

B

Silver/multi-colored paint

Gray sealant

70 Chrysotile

ND

31A EM 1077001 A Beige glazing w/ black/multi-colored paint 100 Chrysotile TR 0 100

31B EM 1077002 A Beige glazing w/ black/multi-colored paint 100 Chrysotile TR 0 100

31C EM 1077003 A Beige glazing w/ black/multi-colored paint 100 Chrysotile TR 0 100

32A EM 1077004 A White caulk w/ black/multi-colored paint & brown rust 100 ND 0 100

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

32B EM 1077005 A White caulk w/ black paint 100 ND 0 100

32C EM 1077006 A Brown rust w/ black/multi-colored paint 100 ND 0 100

33A EM 1077007 A Gray caulk 100 ND 0 100

33B EM 1077008 A Gray caulk 100 ND 0 100

33C EM 1077009 A Gray caulk 100 ND 0 100

34A EM 1077010 A Off white/white plaster w/ off white paint 100 ND 0 100

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

34B EM 1077011 A Off white/white plaster w/ off white paint 100 ND 0 100

34C EM 1077012 A Off white/white plaster w/ off white paint 100 ND 0 100

35A EM 1077013 A Gray granular plaster 100 ND 0 100

35B EM 1077014 A Gray granular plaster 100 ND 0 100

35C EM 1077015 A Gray granular plaster 100 ND TR 100

36A EM 1077016 A Brown cork 100 ND 0 100

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

36B EM 1077017 A Brown cork 100 ND 0 100

36C EM 1077018 A Brown cork 100 ND 0 100

37A EM 1077019 A Beige floor tile 100 Chrysotile 6 0 94

37B EM 1077020 A Beige floor tile 100 Chrysotile 6 0 94

37C EM 1077021 A Beige floor tile 100 Chrysotile 6 0 94

38A EM 1077022 A Black mastic 100 Chrysotile 10 0 90

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

38B EM 1077023 A Black mastic 100 Chrysotile 10 0 90

38C EM 1077024 A Black mastic 100 Chrysotile 10 0 90

39A EM 1077025 A Beige mastic 100 ND 0 100

39B EM 1077026 A Beige mastic 100 ND 0 100

39C EM 1077027 A Beige mastic 100 ND 0 100

40A EM 1077028 A Brown sheet vinyl w/ tan fibrous woven backing material 100 ND 30 70

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

40B EM 1077029 A Brown sheet vinyl w/ tan fibrous woven backing material 100 ND 30 70

40C EM 1077030 A

B

C

Tan mastic

Black felt

Brown sheet vinyl w/ tan fibrous woven backing material

ND

ND

ND

41A EM 1077031 A Gray/white glazing w/ blue paint 100 Chrysotile TR 0 100

41B EM 1077032 A Gray/white glazing w/ blue paint 100 Chrysotile TR 0 100

41C EM 1077033 A Gray/white glazing w/ blue paint 100 Chrysotile TR 0 100

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

42A EM 1077034 A Gray glazing w/ dark blue paint 100 ND 0 100

42B EM 1077035 A Gray glazing w/ dark blue paint 100 ND 0 100

42C EM 1077036 A Gray glazing w/ dark blue paint 100 ND 0 100

43A EM 1077037 A White caulk w/ black/white paint 100 ND 0 100

43B EM 1077038 A White caulk w/ black/white paint 100 ND 0 100

43C EM 1077039 A White caulk w/ black/white paint 100 ND 0 100

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

44A EM 1077040 A Gray caulk 100 ND 0 100

44B EM 1077041 A Gray caulk 100 ND 0 100

44C EM 1077042 A Gray caulk 100 ND 0 100

45-1 EM 1077043 A Brown cork 100 ND 0 100

45-2 EM 1077044 A Brown cork 100 ND 0 100

45-3 EM 1077045 A Brown cork 100 ND 0 100

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

46-1 EM 1077046 A Gray glazing w/ silver paint 100 Chrysotile TR 0 100

46-2 EM 1077047 A Gray glazing w/ silver paint 100 Chrysotile TR 0 100

46-3 EM 1077048 A Gray glazing w/ silver paint 100 Chrysotile TR 0 100

47-1 EM 1077049 A Silver paint 100 ND 0 100

47-2 EM 1077050 A Silver paint 100 ND 0 100

47-3 EM 1077051 A Silver paint 100 ND 0 100

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

48-1 EM 1077052 A White glazing w/ black/brown paint 100 ND 0 100

48-2 EM 1077053 A White glazing w/ black/brown paint 100 ND 0 100

48-3 EM 1077054 A White glazing w/ black/brown paint 100 ND 0 100

49-1 EM 1077055 A White glazing w/ black/white paint 100 Chrysotile TR 0 100

49-2 EM 1077056 A White glazing w/ black/white paint 100 Chrysotile TR 0 100

49-3 EM 1077057 A White glazing w/ black/white paint 100 Chrysotile TR 0 100

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

50-1 EM 1077058 A White caulk w/ gray paint 100 Chrysotile TR 0 100

50-2 EM 1077059 A White caulk w/ gray paint 100 ND 0 100

50-3 EM 1077060 A White caulk w/ gray paint 100 ND 0 100

51-1 EM 1077061 A Black fibrous tar 100 Chrysotile TR 15 85

51-2 EM 1077062 A Black fibrous tar 100 Chrysotile TR 15 85

51-3 EM 1077063 A Black fibrous tar 100 Chrysotile TR 15 85

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

52-1 EM 1077064 A White caulk w/ dark blue/white paint 100 ND 0 100

52-2 EM 1077065 A White caulk w/ dark blue/white paint 100 ND 0 100

52-3 EM 1077066 A White caulk w/ dark blue/white paint 100 ND 0 100

53-1 EM 1077067 A Gray resinous material 100 ND 0 100

53-2 EM 1077068 A Gray resinous material 100 ND 0 100

53-3 EM 1077069 A Gray resinous material 100 ND 0 100

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

54-1 EM 1077070 A

B

C

D

Gray/multi-colored paint

Tan fibrous material w/ silver foil

White fibrous woven material

Yellow fibrous material

ND

ND

ND

ND

54-2 EM 1077071 A

B

C

D

Blue paint

White fibrous woven material

Tan fibrous material w/ silver foil

Yellow fibrous material

TR

ND

ND

ND

ND

54-3 EM 1077072 A

B

C

D

Blue paint

White fibrous woven material

Tan fibrous material w/ silver foil

Yellow fibrous material

TR

ND

ND

ND

ND

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

55-1 EM 1077073 A White plaster 100 Chrysotile

Amosite

TR

5 93

55-2 EM 1077074 A White plaster 100 Chrysotile

Amosite

7 88

55-3 EM 1077075 A White plaster 100 Chrysotile

Amosite

7 88

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

56-1 EM 1077076 A

B

White/multi-colored paint

Black fibrous tar

70 Chrysotile

ND

56-2 EM 1077077 A

B

White/multi-colored paint

Black fibrous tar

80 Chrysotile

ND

56-3 EM 1077078 A

B

White/multi-colored paint

Black fibrous tar

80 Chrysotile

ND

57 EM 1077079 Sample Not Received

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

58-1 EM 1077080 A White ceramic material 100 ND 0 100

58-2 EM 1077081 A White ceramic material 100 ND 0 100

58-3 EM 1077082 A White ceramic material 100 ND 0 100

59-1 EM 1077083 A Black fibrous resinous material 100 ND 10 90

59-2 EM 1077084 A Black fibrous resinous material 100 ND 10 90

59-3 EM 1077085 A Black fibrous resinous material 100 ND 10 90

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

60-1 EM 1077086 A Black caulk 100 ND 0 100

60-2 EM 1077087 A Black caulk 100 ND 0 100

60-3 EM 1077088 A Black caulk 100 ND 0 100

61-1 EM 1077089 A Gray fibrous cementitious material 100 Chrysotile

Amosite

0 90

61-2 EM 1077090 A Gray fibrous cementitious material 100 Chrysotile

Amosite

0 90

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

Effective January 1, 2013

T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc

TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME

RES Job Number:

Client:

Client Project Number / P.O.:

Client Project Description:

Date Samples Received:

Method: ND=None Detected

Turnaround: TR=Trace, <1% Visual Estimate

Date Analyzed: Trem-Act=Tremolite-Actinolite

Client Non Non-

Sample Sub Asbestos Fibrous

Number Physical Part Fibrous Components Description (%) Mineral Visual Components (%)

Estimate (%) (%)

Asbestos Content

November 27, 2013

None Given

EPA 600/R-93/116 - Short, Bulk

December 5, 2013

RESERVOIRS ENVIRONMENTAL, INC.

NVLAP Lab Code 101896-0

TDH Licensed Laboratory # 30-0136

ID Number

L

A

Y

E

R

Lab

3-5 Day

RES 276526-1

A128913, S178326, P178327

Arcadis

61-3 EM 1077091 A Gray fibrous cementitious material 100 Chrysotile

Amosite

0 90

62 EM 1077092 Sample Not Received

TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%.

Analyzed by: Data QA:

P: 303-964-1986

F: 303-477-4275

5801 Logan Street, Suite 100 Denver, CO 80216

FACILITY DIAGRAM

Fig. 1

U.S. Army Corps of Engineers (USACE) Chicago Harbor Lock, Chicago, Illinois

Limited Asbestos Containing Material Survey Areas Project Number EG012682.0003

Sources: Esri, DeLorme, NAVTEQ, USGS, Intermap, iPC, NRCAN, Esri Japan, METI, Esri China (Hong ®

0 200 400100 Feet

Path: G:\GIS\USACE\IL_ChicagoHarbor\MapDocs\F1 ChicagoHarbor SiteMap.mxd Date Saved: 1/19/2014 By: baltom

!P Manhole

Chi cago Har bor Lock Nor t h Pi er St abi l i zat i on W912P619B0007

SECTI ON TABLE OF CONTENTS

DI VI SI ON 03 - CONCRETE

SECTI ON 03 30 00

CAST- I N- PLACE CONCRETE

PART 1 GENERAL

1. 1 REFERENCES

1. 2 DEFI NI TI ONS

1. 3 SUBMI TTALS

1. 4 MODI FI CATI ON OF REFERENCES

1. 5 DELI VERY, STORAGE, AND HANDLI NG

1. 5. 1 Rei nf or cement

1. 6 QUALI TY ASSURANCE

1. 6. 1 Desi gn Dat a

1. 6. 1. 1 Concr et e Mi x Desi gn

1. 6. 2 Shop Dr awi ngs

1. 6. 2. 1 Rei nf or c i ng St eel

1. 6. 3 Cont r ol Submi t t al s

1. 6. 3. 1 Pumpi ng Concr et e

1. 6. 4 Test Repor t s

1. 6. 4. 1 Fl y Ash and Pozzol an

1. 6. 4. 2 Gr ound Gr anul at ed Bl ast - Fur nace Sl ag

1. 6. 4. 3 Aggr egat es

1. 6. 5 Qual i t y Cont r ol Pl an

1. 6. 6 Labor at or y Qual i f i cat i ons f or Concr et e Qual i f i cat i on Test i ng

1. 6. 7 Labor at or y Accr edi t at i on

PART 2 PRODUCTS

2. 1 MATERI ALS FOR FORMS

2. 1. 1 Wood For ms

2. 1. 1. 1 Concr et e For m Pl ywood ( St andar d Rough)

2. 1. 1. 2 Over l ai d Concr et e For m Pl ywood ( St andar d Smoot h)

2. 1. 2 St eel For ms

2. 2 FORM TI ES AND ACCESSORI ES

2. 3 CONCRETE MI X DESI GN

2. 3. 1 Cont r act or - Fur ni shed Mi x Desi gn

2. 3. 1. 1 Al l Concr et e St r uct ur es

2. 3. 1. 2 Requi r ed Aver age St r engt h of Mi x Desi gn

2. 3. 2 Ready- Mi x Concr et e

2. 3. 3 Concr et e Cur i ng Mat er i al s

2. 4 MATERI ALS

2. 4. 1 Cement i t i ous Mat er i al s

2. 4. 1. 1 Fl y Ash

2. 4. 1. 2 Raw or Cal c i ned Nat ur al Pozzol an

2. 4. 1. 3 Gr ound Gr anul at ed Bl ast - Fur nace Sl ag

2. 4. 1. 4 Por t l and Cement

2. 4. 1. 5 Bl ended Cement s

2. 4. 2 Wat er

2. 4. 3 Aggr egat es

2. 4. 4 Admi xt ur es

2. 4. 4. 1 Ai r - Ent r ai ni ng

2. 4. 4. 2 Hi gh Range Wat er Reducer ( HRWR) ( Super pl ast i c i zer s)

2. 4. 4. 3 Wat er Reducer wi t h Ret ar der

SECTI ON 03 30 00 Page 1

RTA - 06/ 06/ 19

2. 4. 5 Vapor Bar r i er

2. 4. 6 Expansi on/ Cont r act i on Joi nt Fi l l er

2. 4. 7 Joi nt Seal ant s

2. 4. 7. 1 Ver t i cal Sur f aces Gr eat er Than Thr ee Per cent Sl ope

2. 5 REI NFORCEMENT

2. 5. 1 Rei nf or c i ng Bar s

2. 5. 2 Mechani cal Rei nf or c i ng Bar Connect or s

2. 6 EPOXY ADHESI VE ANCHORI NG SYSTEM

PART 3 EXECUTI ON

3. 1 EXAMI NATI ON

3. 2 PREPARATI ON

3. 2. 1 Gener al

3. 2. 2 Rei nf or cement and Ot her Embedded I t ems

3. 2. 3 Envi r onment al Pr ot ect i on

3. 3 FORMS

3. 3. 1 Coat i ng

3. 3. 2 Reshor i ng

3. 3. 3 Reuse

3. 3. 4 For ms f or St andar d Rough For m Fi ni sh

3. 3. 5 For ms f or St andar d Smoot h For m Fi ni sh

3. 3. 6 For m Ti es

3. 3. 7 Tol er ances f or For m Const r uct i on

3. 3. 8 Removal of For ms and Suppor t s

3. 4 PLACI NG REI NFORCEMENT AND MI SCELLANEOUS MATERI ALS

3. 4. 1 Gener al

3. 4. 2 Rei nf or cement Suppor t s

3. 4. 3 Spl i c i ng

3. 4. 4 Set t i ng Mi scel l aneous Mat er i al

3. 4. 5 Fabr i cat i on

3. 4. 6 Pl aci ng Rei nf or cement

3. 4. 7 Spaci ng of Rei nf or c i ng Bar s

3. 4. 8 Concr et e Pr ot ect i on f or Rei nf or cement

3. 5 BATCHI NG, MEASURI NG, MI XI NG, AND TRANSPORTI NG CONCRETE

3. 5. 1 Measur i ng

3. 5. 2 Mi x i ng

3. 5. 3 Tr anspor t i ng

3. 6 PLACI NG CONCRETE

3. 6. 1 Pumpi ng

3. 6. 2 Col d Weat her

3. 6. 3 Hot Weat her

3. 7 SURFACE FI NI SHES EXCEPT SLABS

3. 7. 1 Def ect s

3. 7. 2 Not Agai nst For ms ( Top of Wal l s)

3. 7. 3 For med Sur f aces

3. 7. 3. 1 Tol er ances

3. 7. 3. 2 As- Cast Rough For m

3. 7. 3. 3 St andar d Smoot h Fi ni sh

3. 8 SLABS, AND MI SCELLANEOUS CONSTRUCTI ON

3. 8. 1 Fi ni sh

3. 8. 1. 1 Fl oat ed

3. 8. 1. 2 Concr et e Cont ai ni ng Si l i ca Fume

3. 8. 1. 3 St eel Tr owel ed

3. 8. 1. 4 Br oomed

3. 9 JOI NTS

3. 9. 1 Const r uct i on Joi nt s

3. 10 CURI NG AND PROTECTI ON

3. 10. 1 Cur i ng Per i ods

SECTI ON 03 30 00 Page 2

3. 10. 2 Cur i ng For med Sur f aces

3. 10. 3 Cur i ng Unf or med Sur f aces

3. 10. 4 Temper at ur e of Concr et e Dur i ng Cur i ng

3. 10. 5 Pr ot ect i on f r om Mechani cal I nj ur y

3. 10. 6 Pr ot ect i on Af t er Cur i ng

3. 11 FI ELD QUALI TY CONTROL

3. 11. 1 Sampl i ng

3. 11. 2 Test i ng

3. 11. 2. 1 Sl ump Test s

3. 11. 2. 2 Temper at ur e Test s

3. 11. 2. 3 Compr essi ve St r engt h Test s

3. 11. 2. 4 Ai r Cont ent

3. 11. 2. 5 St r engt h of Concr et e St r uct ur e

3. 11. 2. 6 Non- Conf or mi ng Mat er i al s

3. 11. 2. 7 Test i ng Concr et e St r uct ur e f or St r engt h

3. 12 REPAI R, REHABI LI TATI ON AND REMOVAL

3. 12. 1 Cr ack Repai r

3. 12. 2 Repai r of Weak Sur f aces

3. 12. 3 Fai l ur e of Qual i t y Assur ance Test Resul t s

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 03 30 00 Page 3

SECTI ON 03 30 00

CAST- I N- PLACE CONCRETE

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

AMERI CAN CONCRETE I NSTI TUTE I NTERNATI ONAL ( ACI )

ACI 117 ( 2010; Er r at a 2011) Speci f i cat i ons f or Tol er ances f or Concr et e Const r uct i on and Mat er i al s and Comment ar y

ACI 121R ( 2008) Gui de f or Concr et e Const r uct i on Qual i t y Syst ems i n Conf or mance wi t h I SO

ACI 211. 1 ( 1991; R 2009) St andar d Pr act i ce f or Sel ect i ng Pr opor t i ons f or Nor mal , Heavywei ght and Mass Concr et e

ACI 301 ( 2010; ERTA 2015) Speci f i cat i ons f or St r uct ur al Concr et e

ACI 302. 1R ( 2015) Gui de f or Concr et e Fl oor and Sl ab Construction

ACI 304. 2R ( 1996; R 2008) Pl aci ng Concr et e by Pumpi ng Methods

ACI 304R ( 2000; R 2009) Gui de f or Measur i ng, Mi xi ng, Tr anspor t i ng, and Pl aci ng Concr et e

ACI 305R ( 2010) Gui de t o Hot Weat her Concr et i ng

ACI 306. 1 ( 1990; R 2002) St andar d Speci f i cat i on f or Col d Weat her Concr et i ng

ACI 306R ( 2010) Gui de t o Col d Weat her Concr et i ng

ACI 308. 1 ( 2011) Speci f i cat i on f or Cur i ng Concr et e

ACI 318 ( 2014; Er r at a 1- 2 2014; Er r at a 3- 4 2015) Bui l di ng Code Requi r ement s f or St r uct ur al Concr et e and Comment ar y

ACI 347 ( 2004; Er r at a 2008; Er r at a 2012) Gui de t o For mwor k f or Concr et e

ACI SP- 15 ( 2011) Fi el d Ref er ence Manual : St andar d Speci f i cat i ons f or St r uct ur al Concr et e ACI 301- 05 wi t h Sel ect ed ACI Ref er ences

SECTI ON 03 30 00 Page 4

ACI SP- 66 ( 2004) ACI Det ai l i ng Manual

AMERI CAN HARDBOARD ASSOCI ATI ON ( AHA)

AHA A135. 4 ( 1995; R 2004) Basi c Har dboar d

ASTM I NTERNATI ONAL ( ASTM)

ASTM A615/ A615M ( 2016) St andar d Speci f i cat i on f or Def or med and Pl ai n Car bon- St eel Bar s f or Concr et e Reinforcement

ASTM A934/ A934M ( 2013) St andar d Speci f i cat i on f or Epoxy- Coat ed Pr ef abr i cat ed St eel Rei nf or c i ng Bar s

ASTM C881/ C881M ( 2014) St andar d Speci f i cat i on f or Epoxy- Resi n- Base Bondi ng Syst ems f or Concrete

ASTM C1077 ( 2015) St andar d Pr act i ce f or Labor at or i es Test i ng Concr et e and Concr et e Aggr egat es f or Use i n Const r uct i on and Cr i t er i a f or Labor at or y Eval uat i on

ASTM C1157/ C1157M ( 2011) St andar d Speci f i cat i on f or Hydr aul i c Cement

ASTM C1260 ( 2014) St andar d Test Met hod f or Pot ent i al Al kal i React i v i t y of Aggr egat es ( Mor t ar - Bar Met hod)

ASTM C143/ C143M ( 2012) St andar d Test Met hod f or Sl ump of Hydr aul i c- Cement Concr et e

ASTM C150/ C150M ( 2018) St andar d Speci f i cat i on f or Por t l and Cement

ASTM C1602/ C1602M ( 2012) St andar d Speci f i cat i on f or Mi xi ng Wat er Used i n Pr oduct i on of Hydr aul i c Cement Concr et e

ASTM C172/ C172M ( 2014a) St andar d Pr act i ce f or Sampl i ng Fr eshl y Mi xed Concr et e

ASTM C173/ C173M ( 2014) St andar d Test Met hod f or Ai r Cont ent of Fr eshl y Mi xed Concr et e by t he Vol umet r i c Met hod

ASTM C231/ C231M ( 2014) St andar d Test Met hod f or Ai r Cont ent of Fr eshl y Mi xed Concr et e by t he Pr essur e Met hod

ASTM C260/ C260M ( 2010a) St andar d Speci f i cat i on f or Ai r - Ent r ai ni ng Admi xt ur es f or Concr et e

ASTM C295/ C295M ( 2012) Pet r ogr aphi c Exami nat i on of Aggr egat es f or Concr et e

SECTI ON 03 30 00 Page 5

ASTM C31/ C31M ( 2012) St andar d Pr act i ce f or Maki ng and Cur i ng Concr et e Test Speci mens i n t he Fi el d

ASTM C33/ C33M ( 2013) St andar d Speci f i cat i on f or Concr et e Aggregates

ASTM C39/ C39M ( 2015a) St andar d Test Met hod f or Compr essi ve St r engt h of Cyl i ndr i cal Concr et e Speci mens

ASTM C42/ C42M ( 2013) St andar d Test Met hod f or Obt ai ni ng and Test i ng Dr i l l ed Cor es and Sawed Beams of Concr et e

ASTM C494/ C494M ( 2017) St andar d Speci f i cat i on f or Chemi cal Admi xt ur es f or Concr et e

ASTM C595/ C595M ( 2015; E 2015) St andar d Speci f i cat i on f or Bl ended Hydr aul i c Cement s

ASTM C618 ( 2017a) St andar d Speci f i cat i on f or Coal Fl y Ash and Raw or Cal c i ned Nat ur al Pozzol an f or Use i n Concr et e

ASTM C78/ C78M ( 2015a) St andar d Test Met hod f or Fl exur al St r engt h of Concr et e ( Usi ng Si mpl e Beam wi t h Thi r d- Poi nt Loadi ng)

ASTM C920 ( 2014a) St andar d Speci f i cat i on f or El ast omer i c Joi nt Seal ant s

ASTM C94/ C94M ( 2017a) St andar d Speci f i cat i on f or Ready- Mi xed Concr et e

ASTM C989/ C989M ( 2014) St andar d Speci f i cat i on f or Sl ag Cement f or Use i n Concr et e and Mor t ar s

ASTM D1751 ( 2004; E 2013; R 2013) St andar d Speci f i cat i on f or Pr ef or med Expansi on Joi nt Fi l l er f or Concr et e Pavi ng and St r uct ur al Const r uct i on ( Nonext r udi ng and Resi l i ent Bi t umi nous Types)

ASTM D1752 ( 2004a; R 2013) St andar d Speci f i cat i on f or Pr ef or med Sponge Rubber Cor k and Recycl ed PVC Expansi on

ASTM E1745 ( 2011) St andar d Speci f i cat i on f or Wat er Vapor Ret ar der s Used i n Cont act wi t h Soi l or Gr anul ar Fi l l under Concr et e Sl abs

ASTM E96/ E96M ( 2016) St andar d Test Met hods f or Wat er Vapor Tr ansmi ssi on of Mat er i al s

CONCRETE REI NFORCI NG STEEL I NSTI TUTE ( CRSI )

CRSI 10MSP ( 2009; 28t h Ed) Manual of St andar d Pr act i ce

SECTI ON 03 30 00 Page 6

NATI ONAL I NSTI TUTE OF STANDARDS AND TECHNOLOGY ( NI ST)

NI ST PS 1 ( 2009) DOC Vol unt ar y Pr oduct St andar d PS 1- 07, St r uct ur al Pl ywood

1. 2 DEFINITIONS

Cememt i t i ous Mat er i al . " Cement i t i ous mat er i al " as used her ei n must i ncl ude al l por t l and cement , pozzol an, f l y ash, gr ound gr anul at ed bl ast - f ur nace sl ag, and si l i ca f ume.

Exposed t o Publ i c Vi ew. " Exposed t o publ i c v i ew" means si t uat ed so t hat i t can be seen f r om eye l evel f r om a publ i c l ocat i on af t er compl et i on of t he bui l di ng. A publ i c l ocat i on i s accessi bl e t o per sons not r esponsi bl e f or oper at i on or mai nt enance of t he bui l di ng.

Chemi cal Admi xt ur e. " Chemi cal admi xt ur es" ar e mat er i al s i n t he f or m of powder or f l ui ds t hat ar e added t o t he concr et e t o gi ve i t cer t ai n char act er i st i cs not obt ai nabl e wi t h pl ai n concr et e mi xes.

Suppl ement ar y Cement i ng Mat er i al s . " Suppl ement ar y cement i ng mat er i al s" ( SCM) i ncl ude coal f l y ash, s i l i ca f ume, gr anul at ed bl ast - f ur nace s l ag, nat ur al or cal c i ned pozzol ans, and ul t r a- f i ne coal ash when used i n such pr opor t i ons t o r epl ace t he por t l and cement t hat r esul t i n i mpr ovement t o sust ai nabi l i t y and dur abi l i t y and r educed cost .

Desi gn St r engt h. " Desi gn st r engt h" ( f ' c) i s t he speci f i ed compr essi ve st r engt h of concr et e at t i me( s) speci f i ed i n t hi s sect i on t o meet st r uct ur al desi gn cr i t er i a.

Mass Concr et e. " Mass Concr et e" i s any concr et e syst em t hat appr oaches a maxi mum t emper at ur e of 158 degr ees Fahr enhei t ( F) wi t hi n t he f i r s t 72 hour s of pl acement . I n addi t i on, i t i ncl udes al l concr et e el ement s wi t h a sect i on t hi ckness of t hr ee f eet or mor e r egar dl ess of t emper at ur e.

Mi xt ur e Pr opor t i oni ng. " Mi xt ur e pr opor t i oni ng" i s t he pr ocess of desi gni ng concr et e mi xt ur e pr opor t i ons t o enabl e i t t o meet t he st r engt h, ser vi ce l i f e and const r uct abi l i t y r equi r ement s of t he pr oj ect whi l e mi ni mi z i ng t he i ni t i al and l i f e- cycl e cost .

Mi xt ur e Pr opor t i ons. " Mi xt ur e pr opor t i ons" ar e t he masses or vol umes of i ndi v i dual i ngr edi ent s used t o make a uni t measur e ( cubi c met er or cubi c yar d) of concr et e.

Pozzol an. " Pozzol an" i s a s i l i ceous or s i l i ceous and al umi nous mat er i al , whi ch i n i t sel f possesses l i t t l e or no cement i t i ous val ue but wi l l , i n f i nel y di v i ded f or m and i n t he pr esence of moi st ur e, chemi cal l y r eact wi t h cal c i um hydr oxi de at or di nar y t emper at ur es t o f or m compounds possessi ng cement i t i ous pr oper t i es.

Wor kabi l i t y ( or Consi st ence) . " Wor kabi l i t y ( or consi st ence) " i s t he abi l i t y of a f r esh ( pl ast i c) concr et e mi x t o f i l l t he f or m/ moul d pr oper l y wi t h t he desi r ed wor k ( v i br at i on) and wi t hout r educi ng t he concr et e' s qual i t y . Wor kabi l i t y depends on wat er cont ent , chemi cal admi xt ur es, aggr egat e ( shape and si ze di st r i but i on) , cement i t i ous cont ent and age ( l evel of hydr at i on) .

SECTI ON 03 30 00 Page 7

1. 3 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES.

SD- 01 Pr econst r uct i on Submi t t al s

Qual i t y Cont r ol Pl an; G, CS

Labor at or y Accr edi t at i on; G, CS

SD- 02 Shop Dr awi ngs

Rei nf or c i ng St eel ; G, DT

SD- 03 Pr oduct Dat a

Joi nt Seal ant s

Joi nt Fi l l er

Admixtures

Mat er i al s For For ms

Concr et e Cur i ng Mat er i al s

Cement i t i ous Mat er i al s; G, DT

Water

Vapor Bar r i er

Reinforcement ; G, DT

Mechani cal Rei nf or c i ng Bar Connect or s; G, DT

Pumpi ng Concr et e

SD- 05 Desi gn Dat a

Concrete Mi x Desi gn; G, DT

SD- 06 Test Repor t s

Concr et e Mi x Desi gn; G, DT

Fl y Ash

Pozzolan

Gr ound Gr anul at ed Bl ast - Fur nace Sl ag

Aggregates

Compr essi ve St r engt h Test s; G, DT

SECTI ON 03 30 00 Page 8

Ai r Cont ent

Sl ump Test s

SD- 07 Cer t i f i cat es

Rei nf or c i ng Bar s

1. 4 MODI FI CATI ON OF REFERENCES

Accompl i sh wor k i n accor dance wi t h ACI publ i cat i ons except as modi f i ed her ei n. Consi der t he advi sor y or r ecommended pr ovi s i ons t o be mandat or y.

I nt er pr et r ef er ence t o t he " Bui l di ng Of f i c i al " , t he " St r uct ur al Engi neer " , and t he " Ar chi t ect / Engi neer " t o mean t he Cont r act i ng Of f i cer .

1. 5 DELI VERY, STORAGE, AND HANDLI NG

Follow ACI 301, ACI 304R and ASTM A934/ A934M r equi r ement s and r ecommendat i ons. Do not del i ver concr et e unt i l vapor bar r i er , f or ms, r ei nf or cement , embedded i t ems, and chamf er st r i ps ar e i n pl ace and r eady f or concr et e pl acement . Do not st or e concr et e cur i ng compounds or seal er s wi t h mat er i al s t hat have a hi gh capaci t y t o adsor b vol at i l e or gani c compound ( VOC) emi ssi ons. Do not st or e concr et e cur i ng compounds or seal er s i n occupi ed spaces.

1. 5. 1 Reinforcement

St or e r ei nf or cement of di f f er ent s i zes and shapes i n separ at e pi l es or r acks r ai sed above t he gr ound t o avoi d excessi ve r ust i ng. Pr ot ect f r om cont ami nant s such as gr ease, oi l , and di r t . Ensur e bar s i zes can be accur at el y i dent i f i ed af t er bundl es ar e br oken and t ags r emoved.

1. 6 QUALI TY ASSURANCE

1. 6. 1 Desi gn Dat a

1. 6. 1. 1 Concr et e Mi x Desi gn

Si xt y cal endar days mi ni mum pr i or t o concr et e pl acement , submi t a mi x desi gn f or each st r engt h and t ype of concr et e. Submi t a compl et e l i s t of mat er i al s i ncl udi ng t ype; br and; sour ce and amount of cement , compl ement ar y cement i t i ous mat er i al s, and admi xt ur es. Submi t mi l l t est and al l ot her t est f or cement , compl ement ar y cement i t i ous mat er i al s, aggr egat es, and admi xt ur es. Pr ovi de document at i on of maxi mum nomi nal aggr egat e s i ze, gr adat i on anal ys i s, per cent age r et ai ned and passi ng s i eve, and a gr aph of per cent age r et ai ned ver ses s i eve s i ze. I f sour ce mat er i al changes, r esubmi t mi x pr opor t i on dat a usi ng r evi sed sour ce mat er i al . Pr ovi de onl y mat er i al s t hat have been pr oven by t r i al mi x st udi es t o meet t he r equi r ement s of t hi s speci f i cat i on, unl ess ot her wi se appr oved i n wr i t i ng by t he Cont r act i ng Of f i cer . I ndi cat e c l ear l y i n t he submi t t al wher e each mi x desi gn i s used when mor e t han one mi x desi gn i s submi t t ed. Resubmi t dat a on concr et e component s i f t he qual i t i es or sour ce of component s changes.

For pr evi ousl y appr oved concr et e mi x desi gns used wi t hi n t he past 12 mont hs, t he pr evi ous mi x desi gn may be r e- submi t t ed wi t hout f ur t her t r i al bat ch t est i ng i f accompani ed by mat er i al t est dat a conduct ed wi t hi n t he l ast s i x mont hs. Obt ai n mi x desi gn appr oval f r om t he cont r act i ng of f i cer pr i or t o concr et e pl acement .

SECTI ON 03 30 00 Page 9

1. 6. 2 Shop Dr awi ngs

1. 6. 2. 1 Rei nf or c i ng St eel

ACI SP- 66. I ndi cat e bendi ng di agr ams, assembl y di agr ams, spl i c i ng and l aps of bar s, shapes, di mensi ons, and det ai l s of bar r ei nf or c i ng, accessor i es, and concr et e cover . Do not scal e di mensi ons f r om st r uct ur al dr awi ngs t o det er mi ne l engt hs of r ei nf or c i ng bar s. Repr oduct i ons of cont r act dr awi ngs ar e unaccept abl e.

1. 6. 3 Cont r ol Submi t t al s

1. 6. 3. 1 Pumpi ng Concr et e

I f concr et e pumpi ng i s empl oyed submi t pr oposed mat er i al s and met hods f or pumpi ng concr et e. Submi t t al must i ncl ude mi x desi gns, pumpi ng equi pment i ncl udi ng t ype of pump and si ze and mat er i al f or pi pe, and maxi mum l engt h and hei ght concr et e i s t o be pumped.

1. 6. 4 Test Repor t s

1. 6. 4. 1 Fl y Ash and Pozzolan

Submi t t est r esul t s i n accor dance wi t h ASTM C618 f or f l y ash and pozzol an.

Submi t t est r esul t s per f or med wi t hi n s i x mont hs of submi t t al dat e.

1. 6. 4. 2 Gr ound Gr anul at ed Bl ast - Fur nace Sl ag

Submi t t est r esul t s i n accor dance wi t h ASTM C989/ C989M f or gr ound gr anul at ed bl ast - f ur nace sl ag. Submi t t est r esul t s per f or med wi t hi n s i x mont hs of submi t t al dat e.

1. 6. 4. 3 Aggregates

ASTM C1260 f or pot ent i al al kal i - s i l i ca r eact i ons, ASTM C295/ C295M f or pet r ogr aphi c anal ysi s.

1. 6. 5 Qual i t y Cont r ol Pl an

Devel op and submi t f or appr oval a concr et e qual i t y cont r ol pr ogr am i n accor dance wi t h t he gui del i nes of ACI 121R and as speci f i ed her ei n. The pl an must i ncl ude appr oved l abor at or i es. Pr ovi de di r ect over si ght f or t he concr et e qual i f i cat i on pr ogr am i ncl usi ve of associ at ed sampl i ng and t est i ng. Al l qual i t y cont r ol r epor t s must be pr ovi ded t o t he Cont r act i ng Of f i cer , Qual i t y Manager and Concr et e Suppl i er . Mai nt ai n a copy of ACI SP- 15 and CRSI 10MSP at pr oj ect s i t e.

1. 6. 6 Labor at or y Qual i f i cat i ons f or Concr et e Qual i f i cat i on Test i ng

The concr et e t est i ng l abor at or y must have t he necessar y equi pment and exper i ence t o accompl i sh r equi r ed t est i ng. The l abor at or y must meet t he r equi r ement s of ASTM C1077 and be Cement and Concr et e Ref er ence Labor at or y ( CCRL) i nspect ed.

1. 6. 7 Labor at or y Accr edi t at i on

Labor at or y and t est i ng f aci l i t i es must be pr ovi ded by and at t he expense of t he Cont r act or . The l abor at or i es per f or mi ng t he t est s must be accr edi t ed i n accor dance wi t h ASTM C1077, i ncl udi ng ASTM C78/ C78M and ASTM C1260. The

SECTI ON 03 30 00 Page 10 accr edi t at i on must be cur r ent and must i ncl ude t he r equi r ed t est met hods, as speci f i ed. Fur t her mor e, t he t est i ng must compl y wi t h t he f ol l owi ng requirements:

a. Aggr egat e Test i ng and Mi x Pr opor t i oni ng: Aggr egat e t est i ng and mi xt ur e pr opor t i oni ng st udi es must be per f or med by an accr edi t ed l abor at or y.

b. Accept ance Test i ng: Fur ni sh al l mat er i al s, l abor , and f aci l i t i es r equi r ed f or mol di ng, cur i ng, t est i ng, and pr ot ect i ng t est speci mens at t he s i t e and i n t he l abor at or y. Fur ni sh and mai nt ai n boxes or ot her f aci l i t i es sui t abl e f or st or i ng and cur i ng t he speci mens at t he s i t e whi l e i n t he mol d wi t hi n t he t emper at ur e r ange st i pul at ed by

ASTM C31/ C31M.

c. Cont r act or Qual i t y Cont r ol : Al l sampl i ng and t est i ng must be per f or med by an appr oved, onsi t e, i ndependent , accr edi t ed l abor at or y.

PART 2 PRODUCTS

2. 1 MATERI ALS FOR FORMS

Pr ovi de wood, pl ywood, pl ast i c, car t on, or st eel . Use pl ywood or st eel f or ms wher e a smoot h f or m f i ni sh i s r equi r ed.

2. 1. 1 Wood For ms

Pr ovi de l umber t hat i s squar e edged or t ongue- and- gr oove boar ds, f r ee of r ai sed gr ai n, knot hol es, or ot her sur f ace def ect s. Pr ovi de pl ywood t hat compl i es wi t h NI ST PS 1, B- B concr et e f or m panel s or bet t er or AHA A135. 4, har dboar d f or smoot h f or m l i ni ng.

2. 1. 1. 1 Concr et e For m Pl ywood ( St andar d Rough)

Pr ovi de pl ywood t hat conf or ms t o NI ST PS 1, B- B, concr et e f or m, not l ess than 5/8-inch t hi ck.

2. 1. 1. 2 Over l ai d Concr et e For m Pl ywood ( St andar d Smoot h)

Pr ovi de pl ywood t hat conf or ms t o NI ST PS 1, B- B, hi gh densi t y f or m over l ay, not l ess t han 5/8-inch t hi ck.

2. 1. 2 St eel For ms

Pr ovi de st eel f or m sur f aces t hat do not cont ai n i r r egul ar i t i es, dent s, or sags.

2. 2 FORM TI ES AND ACCESSORI ES

Pr ovi de a f or m t i e syst em t hat does not l eave mi l d st eel af t er br eak- of f or r emoval any c l oser t han t wo i nches f r om t he exposed sur f ace. Do not use wi r e al one. For m t i es and accessor i es must not r educe t he ef f ect i ve cover of t he r ei nf or cement .

2. 3 CONCRETE MI X DESI GN

2. 3. 1 Contractor-Furnished Mi x Desi gn

Mi x desi gn shal l be i n accor dance wi t h ACI 211. 1, ACI 301, and ACI 318

SECTI ON 03 30 00 Page 11 except as ot her wi se speci f i ed. I ndi cat e t he compr essi ve st r engt h ( f ' c) of t he concr et e f or each por t i on of t he st r uct ur e( s) as speci f i ed bel ow.

Wher e f ast er set t i me i s r equi r ed, use Type I I I cement bef or e usi ng cal c i um chl or i de wi t h appr oval f r om t he cont r act i ng of f i cer . The Tr emi e Concr et e mi x desi gn shal l be t he same as t he nor mal - wei ght concr et e mi x desi gn except t he s l ump r equi r ement s ar e di f f er ent . See t he par agr aph bel ow, l i s t i t em d f or Tr emi e concr et e s l ump r equi r ement s.

2. 3. 1. 1 Al l Concr et e St r uct ur es

Pr opor t i on nor mal - wei ght concr et e mi xt ur e as f ol l ows:

a. Mi ni mum Compr essi ve St r engt h: 4000 pounds per squar e i nch ( psi ) at 28 cal endar days.

b. Maxi mum Wat er - Cement i t i ous Mat er i al s Rat i o: 0. 45.

c. Sl ump Li mi t : Two i nches t o f i ve i nches and ei ght i nches f or pumped concr et e wi t h ver i f i ed s l ump of t wo i nches t o f our i nches bef or e addi ng hi gh- r ange wat er - r educi ng admi xt ur e or pl ast i c i z i ng admi xt ur e.

d. Sl ump Li mi t Tr emi e Concr et e: Tr emi e Concr et e shal l have a mi numum sl ump of s i x i nches af t er addi ng a wat er - r educi ng admi xt ur e wi t h retarder.

e. Ai r Cont ent : Si x per cent , pl us or mi nus 1. 5 per cent at poi nt of del i ver y f or 3/4-inch nomi nal maxi mum aggr egat e s i ze.

2. 3. 1. 2 Requi r ed Aver age St r engt h of Mi x Desi gn

The sel ect ed mi xt ur e must pr oduce an aver age compr essi ve st r engt h exceedi ng t he speci f i ed st r engt h by t he amount i ndi cat ed i n ACI 301, but may not exceed t he speci f i ed st r engt h at t he same age by mor e t han 20 per cent .

When a concr et e pr oduct i on f aci l i t y has a r ecor d of at l east 15 consecut i ve t est s, t he st andar d devi at i on must be cal cul at ed and t he r equi r ed aver age compr essi ve st r engt h must be det er mi ned i n accor dance wi t h ACI 301.

2. 3. 2 Ready- Mi x Concr et e

Pr ovi de concr et e t hat meet s t he r equi r ement s of ASTM C94/ C94M.

Ready- mi xed concr et e manuf act ur er must pr ovi de dupl i cat e del i ver y t i cket s wi t h each l oad of concr et e del i ver ed. Pr ovi de del i ver y t i cket s wi t h t he f ol l owi ng i nf or mat i on i n addi t i on t o t hat r equi r ed by ASTM C94/ C94M:

a. Type and br and cement ,

b. Cement and compl ement ar y cement i t i ous mat er i al s cont ent i n 94-pound bags per cubi c yar d of concr et e,

c. Maxi mum si ze of aggr egat e,

d. Amount and br and name of admi xt ur es, and

e. Tot al wat er cont ent expr essed by wat er cement i t i ous mat er i al r at i o.

2. 3. 3 Concr et e Cur i ng Mat er i al s

Pr ovi de concr et e cur i ng mat er i al i n accor dance wi t h ACI 301 Sect i on 5 and

SECTI ON 03 30 00 Page 12

ACI 308. 1 Sect i on 2.

2. 4 MATERIALS

2. 4. 1 Cement i t i ous Mat er i al s

For exposed concr et e, use one manuf act ur er and one sour ce f or each t ype of cement , gr ound s l ag, f l y ash, and pozzol an.

2. 4. 1. 1 Fl y Ash

ASTM C618, Cl ass F, except t hat t he maxi mum al l owabl e l oss on i gni t i on must not exceed si x per cent . Cl ass F f l y ash f or use i n mi t i gat i ng Al kal i - Si l i ca React i v i t y must have a Cal c i um Oxi de ( CaO) cont ent of l ess t han ei ght per cent and a t ot al equi val ent al kal i cont ent l ess t han 1. 5 percent.

2. 4. 1. 2 Raw or Cal c i ned Nat ur al Pozzol an

Nat ur al pozzol an must be r aw or cal c i ned and conf or m t o ASTM C618, Cl ass N, i ncl udi ng t he opt i onal r equi r ement s f or uni f or mi t y and ef f ect i veness i n cont r ol l i ng Al kal i - Si l i ca r eact i on and must have an i gni t i on l oss not exceedi ng t hr ee per cent . Cl ass N pozzol an f or use i n mi t i gat i ng Al kal i - Si l i ca React i v i t y must have a Cal c i um Oxi de ( CaO) cont ent of l ess t han 13 per cent and t ot al equi val ent al kal i cont ent l ess t han t hr ee per cent .

2. 4. 1. 3 Gr ound Gr anul at ed Bl ast - Fur nace Sl ag

ASTM C989/ C989M, Gr ade 120

2. 4. 1. 4 Por t l and Cement

Pr ovi de cement t hat conf or ms t o ASTM C150/ C150M, Type I or I I .

2. 4. 1. 5 Bl ended Cement s

Bl ended cement must conf or m t o ASTM C595/ C595M and ASTM C1157/ C1157M, Type I P or I S and consi st of a mi xt ur e of ASTM C150/ C150M Type I , or Type I I cement and a compl ement ar y cement i ng mat er i al . The sl ag added t o t he Type I S bl end must be ASTM C989/ C989M gr ound gr anul at ed bl ast - f ur nace sl ag. The pozzol an added t o t he Type I P bl end must be ASTM C618 Cl ass F and must be i nt er gr ound wi t h t he cement c l i nker . The manuf act ur er must st at e i n wr i t i ng t hat t he amount of pozzol an i n t he f i ni shed cement wi l l not var y mor e t han pl us or mi nus f i ve mass per cent of t he f i ni shed cement f r om l ot - t o- l ot or wi t hi n a l ot . The per cent age and t ype of mi ner al admi xt ur e used i n t he bl end must not change f r om t hat submi t t ed f or t he aggr egat e eval uat i on and mi xt ur e pr opor t i oni ng.

2. 4. 2 Water

Wat er must compl y wi t h t he r equi r ement s of ASTM C1602/ C1602M. Mi ni mi ze t he amount of wat er i n t he mi x. I mpr ove wor kabi l i t y by adj ust i ng t he gr adi ng r at her t han by addi ng wat er . Wat er must be pot abl e; f r ee f r om i nj ur i ous amount s of oi l s , aci ds, al kal i s , sal t s, or gani c mat er i al s, or ot her subst ances del et er i ous t o concr et e.

2. 4. 3 Aggregates

ASTM C33/ C33M, except as modi f i ed her ei n. The maxi mum aggr egat e s i ze shal l

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