Section_J_-_Att_No__004_Concrete_Mix.pdf

10/29/2016 Customer Name:

Project Name: Aquatic Park

SAN FRANCISCO, CA

Central Concrete Project #:

Central Concrete looks forward to the opportunity to partner with you on another successful project. Enclosed please find the following mix submittals and disclaimers:

Mix # Usage Design Strength (psi)

6512 PROMENADE TRACK REMOVAL 4000

Enclosed are current proportions for the mix designs intended to be used for your project.

Please see the list below including alternate materials that could be used. By approving these designs you acknowledge you are approving the use of these alternate materials.

Cement Pozzolan Slag Lehigh Permanente Salt River Materials Group Lehigh Nippon Cal Portland Mojave Headwaters Resources CEMEX Victorville Nevada Cement Cal Portland Nanjing

Low Shrink Coarse Aggregate Gravel Coarse Aggregate Fine Aggregate Granite-Aromas Vulcan-Pleasanton Vulcan-Pleasanton Hanson-Orca CEMEX-Eliot Hanson-Orca Hanson-Clayton Hanson-Sunol Hanson-SF Yard CEMEX-Clayton DeSilva Gates-Sunol Hanson-Oakland Yard

CEMEX-Eliot Lightweight Coarse Aggregates Hanson-Sunol Glass Mountain Pumice Vulcan-Pilarcitos Frazier Park DeSilva Gates-Sunol

To access Central Concrete's and Right Away Redy Mix's Safety Data Sheet for unhardened concrete, please use the following links. We encourage you to post these in your SDS library data base and print these out for easy access in case of an emergency.

Central Concrete Supply Co., Inc. SDS:

http://centralconcrete.com/wp-content/themes/centralconcrete/images/PDFs/Central-Ready-Mixed-Concret e-SDS.pdf

Fly Ash

11/23/16 UMG - Review and approval with notations is based on materials listed in mix 6512. No

Substitution of materials is permitted without written approval of the National Park Service.

RFQ 140P8621Q0056

Section J - Att No. 004 http://centralconcrete.com/wp-content/themes/centralconcrete/images/PDFs/Central-Ready-Mixed-Concret

Right Away Redy Mix SDS:

http://rightawayredymix.com/wp-content/uploads/2015/04/Right-Away-Redy-Mix-Ready-Mixed-Concrete-S DS.pdf

Respectfully, CEZAR ROBLES

RFQ 140P8621Q0056

http://rightawayredymix.com/wp-content/uploads/2015/04/Right-Away-Redy-Mix-Ready-Mixed-Concrete-S

Project Name: Aquatic Park Promenade Track Removal

SAN FRANCISCO

CA

Project Address:Customer/Project Number:

M3 INTEGRATED SERVICES INC

(Please use this number when calling Central to order)

10/29/2016

Usage: PROMENADE TRACK REMOVAL

Slump:

W/CM Ratio: 0.45

4000Design Strength:

Mix # Mix Description:

Below are current proportions for the mix designs intended to be used for your project. Please see the cover letter to see the alternate materials that could be used. By approving these design(s) listed you acknowledge you are approving the use of these alternate materials.

4.006.5 SK 3/4" PM

Plant: BODE CONCRETE PLANT 30

LOCATION

PSI

Material Code Description Source Supplier Design

Quantity (lbs/cy)

Volume

Cement ASTM C150 520 lbLehigh-P ermanente 2.65 Fly Ash ASTM C 618 Class F 91 lbSRMG-Four Corners 0.73 Coarse Aggregate ASTM C 33 #57 1300 lbHanson-Pier 94 - Orca 7.23 Coarse Aggregate ASTM C 33 #7 300 lbHanson-Pier 94 - Orca 1.67 Fine Aggregate ASTM C 33 Fine Agg 1064 lbHanson-Pier 92 - SF Sand 6.51 Fine Aggregate ASTM C 33 Fine Agg 589 lbHanson-Pier 94 - Orca 3.40 Water ASTM C1602 33.0 galCentral Concrete-Central Concrete 4.41

Totals: 4140 lb Air Target: 1.50 % 0.41

Optional to be added upon request

Site Fresh ASTM C 494 Type B & D 2 to 6

Site Set ASTM C 494 Type C 10 to 45

27.00 27.00

(ft3)

Site Slump ASTM C 494 Type A, F 1 to 6

To be added upon request: SANDSTONE COLOR

Prepared By :

CEZAR ROBLES Inside Sales

RFQ 140P8621Q0056

October 7, 2016 Hanson Aggregates West Region 3000 Executive Parkway, Suite 240 San Ramon, CA 94583

Tel 925 244-6500 Fax 925 244-6525

These data have been developed on the basis of information and tests of materials submitted to this laboratory which are assumed to be representative of the materials to be used. All test have been made in compliance with current ASTM or applicable methods of testing.

ALL WARRANTIES, EXPRESSED, IMPLIED OR STATUTORY, ORAL OR WRITTEN ARE EXCLUDED EXCEPT AS SET FORTH IN HANSON AGGREGATES’ STANDARD TERMS AND CONDITIONS OF SALE. NO LIABILITY ARISING OUT OF THE USE OF THESE DATA WILL BE

ASSUMED BY THIS CORPORATION

101 CONCRETE SAND (SF Plant)

The typical physical properties of the aggregate are summarized below. SMARA #’s:91-38-0003, 91-38-0002

Gradation: Percent Passing 101 Caltrans Spec. ASTM

Sieve Size Concrete Sand Sec. 90 C 33 Spec.

9.50 mm (3/8") 100 100 100

4.75 mm (#4) 98 95 - 100 95 - 100

2.36 mm (#8) 86 65 - 95 80 - 100

1.18 mm (#16) 62 (66) 56 - 76 (X ± 10) 50 - 85 600 µm (#30) 40 (44) 35 - 53 (X ± 9) 25 - 60 300 µm (#50) 19 (20) 14 - 26 (X ± 6) 5 - 30 150 µm (#100) 2 2 - 12 0 - 10

75 µm (#200), C 117 0.3 0 - 8 (X-value)

Fineness Modulus 2.93 - 2.3 - 3.1 Specific Gravity, Bulk S.S.D. 2.64 - - Absorption, % 1.0 - - Dry Rodded Unit Wt., pcf 97.0 - - Sand Equivalent, CTM 217 96 75 Min. - Organic Impurities, CTM 213 Clear S Clear Rel. Mortar Strength, C 87, CTM 515 95% 95% Min. - Sod. Sulfate Sound., C 214 2.0% 10% Max. 10% Max.

Fine Durability, df, CTM 229 80 60 Min.

Deleterious Substances:

Clay & Friables, C 142 1.0% - 3.0% Max.

Lt. Wt. Particles, C 123 0.5% - 0.5% Max.

Alkali Reactivity

ASTM C 289 Innocuous I I

Should you have questions regarding this aggregate material, please do not hesitate to call your Sales Representative.

LEHIGH HANSON

Franco H. Siño Quality Control Manager

Revised: October 7, 2016

Orca Sand & Gravel Ltd. • 6505 Island Highway • Port McNeill • BC • V0N 2R0 Telephone: (604) 628-3353 Facsimile: (604) 628 3354

ORCA WASHED CONCRETE SAND

The Orca concrete aggregates are produced at the Orca Quarry, Port McNeill, B.C., in a modern and efficient washing and processing plant opened in March 2007 and distributed via ocean-going ships or barges.

The California Department of Transportation has established that aggregates from this source are innocuous with respect to Alkali Silica Reactivity and has approved them for use in reduced mineral admixture concrete.

Caltrans # 12-Can-02 (www.dot.ca.gov/hq/esc/approved_products_list/pdf/aggregate_for_concrete.pdf)

Independent laboratory concrete trial mixes using Orca washed concrete sand and Orca 1" x #4 gravel produced results designated “Low Shrinkage” in accordance with test method ASTM C157 (Modified).

Ken Palko, P. Eng.

Vice President, Operations

VESSEL: Algoma Vision

VOYAGE: 16005

HOLD: 4

MATERIAL: 1/2" X No. 4 SITE: Orca

DATE: 20-Mar-16 TEST NO. SG200316H4

DRY WEIGHT: 3,243.37 SL TPH: 0

SIEVE CUM. WEIGHT

(IMPERIAL) RETAINED RETAINED PASSING MIN MAX MIN MAX

3/4" 0.0 0.0 100.0 100 100 100 100

1/2" 276.6 8.5 91.5 82 100 90 100

3/8" 1040.6 32.1 67.9 45 75 40 70

#4 2950.9 91.0 9.0 0 15 0 15

#8 3174.0 97.9 2.1 0 6 0 5

PAN 3243.4 100.0 0.0 -- -- -- --

3/4" 100.0 100.0 100.0 1/2" 100.0 91.5 82.0 3/8" 75.0 67.9 45.0 #4 15.0 9.0 0.0 #8 6.0 2.1 0.0

3/4" 100.0 100.0 100.0 1/2" 100.0 91.5 90.0 3/8" 70.0 67.9 40.0 #4 15.0 9.0 0.0 #8 5.0 2.1 0.0

COMMENTS: Average of 3 sample test results. Cleanness Value of composite sample: 94

CUMULATIVE % CALTRANS % ASTM %

3/4" 1/2" 3/8" #4 #8

P a s s in g

Sieve Size

CALTRANS SPECIFICATIONS

MAX / MIN

ACTUAL

PER: 90-1.02C(4) (2010)

3/4" 1/2" 3/8" #4 #8

P a s s in g

Sieve Size

ASTM SPECIFICATIONS

MAX / MIN

ACTUAL

C33-03 TYPE 7

Telephone: (604) 628-3353 Facsimile: (604) 628-3354

ORCA WASHED GRAVEL 1/2" x No.4 (12.5 x 4.75mm)

The Orca concrete aggregates are produced at the Orca Quarry, Port McNeill, B.C., in a modern and efficient washing and processing plant opened in March 2007 and distributed via ocean-going ships or barges.

The California Department of Transportation has established that aggregates from this source are innocuous with respect to Alkali Silica Reactivity and has approved them for use in reduced mineral admixture concrete.

Caltrans # 12-Can-01 (www.dot.ca.gov/hq/esc/approved_products_list/pdf/aggregate_for_concrete.pdf)

Ken Palko, P. Eng.

Vice President, Operations

GRADATION – PERCENTAGE PASSING

SIEVE SIZE

ORCA GRAVEL

(Typical Values)

SPECIFICATIONS

CALTRANS

Per: 90-1.02C(4) (2010)

ASTM C33-03

Type 7

19.0 mm (3/4") 100 100 100

12.5 mm (1/2") 98 82 – 100. 90 – 100

9.5 mm (3/8") 60 X = 60 45 – 75 X ± 15 40 – 70.

4.75 mm (#4) 2 0 – 15. 0 – 15

2.36 mm (#8) <1 0 – 6 0 – 5 .

TYPICAL PROPERTIES

TEST ORCA

SPECIFICATIONS

CALTRANS ASTM

Specific Gravity, bulk SSD CT 206 2.88

Absorption CT 206 0.5

Dry Rodded Unit Weight, pcf CT 212 115

Cleanness Value CT 227 >80 75 Min.

Durability CT 229 90

Sodium Sulfate Soundness C-214 <1% 10% Max. 12% Max.

Magnesium Sulfate Soundness C-88 <1% 18% Max.

Los Angeles Abrasion (500 Revs) C-131 5% 45% Max. 50% Max.

Materials Finer Than No. 200 C-117 <0.5% 1.0% Max.

Lightweight Pieces (Coal or Lignite) C-123 0.0% 0.5% Max.

Lightweight Pieces (Chert & Shale) C-123 <0.5% 5.0% Max.

Clay Lumps and Friable Particles C-142 <0.5% 5.0% Max.

Alkali Silica Reactivity C-1260 Innocuous 0.15% Max. 0.10% Max.

VESSEL: Algoma Vision

VOYAGE: 16005

HOLD: 2

MATERIAL: 1" X No. 4 SITE: Orca

DATE: 20-Mar-16 TEST NO. 65/35200316H2

DRY WEIGHT: 4,387.16 SL TPH: 0

SIEVE CUM. WEIGHT

(IMPERIAL) RETAINED RETAINED PASSING MIN MAX MIN MAX

1 1/2" 0.0 0.0 100.0 100 100 100 100

1" 9.7 0.2 99.8 88 100 95 100

3/4" 736.5 16.8 83.2 65 95 -- --

1/2" 2678.6 61.1 38.9 -- -- 25 60

3/8" 3395.1 77.4 22.6 10 40 -- --

#4 4289.8 97.8 2.2 0 16 0 10

#8 4370.7 99.6 0.4 0 6 0 5

PAN 4387.2 100.0 0.0 -- -- -- --

1 1/2" 100.0 100.0 100.0 1" 100.0 99.8 88.0 3/4" 95.0 83.2 65.0 3/8" 40.0 22.6 10.0 #4 16.0 2.2 0.0 #8 6.0 0.4 0.0

1 1/2" 100.0 100.0 100.0 1" 100.0 99.8 95.0 1/2" 60.0 38.9 25.0 #4 10.0 2.2 0.0 #8 5.0 0.4 0.0

COMMENTS: Average of 6 sample test results. Cleanness Value of composite sample: 89

CALTRANS % ASTM %CUMULATIVE %

1 1/2" 1" 3/4" 3/8" #4 #8

P a s s in g

Sieve Size

MAX / MIN

ACTUAL

PER: 90-3.01 (2006)

CALTRANS SPECIFICATIONS

1 1/2" 1" 1/2" #4 #8

P a s s in g

Sieve Size

ASTM SPECIFICATIONS

MAX / MIN

ACTUAL

C33-03 TYPE 57

PER: 90-1.02C(4) (2010)

Telephone: (604) 628-3353 Facsimile: (604) 628-3354

ORCA WASHED GRAVEL 1" x No.4 (25.0 x 4.75mm)

The Orca concrete aggregates are produced at the Orca Quarry, Port McNeill, B.C., in a modern and efficient washing and processing plant opened in March 2007 and distributed via ocean-going ships or barges.

The California Department of Transportation has established that aggregates from this source are innocuous with respect to Alkali Silica Reactivity and has approved them for use in reduced mineral admixture concrete.

Caltrans # 12-Can-01 (www.dot.ca.gov/hq/esc/approved_products_list/pdf/aggregate_for_concrete.pdf)

Independent laboratory concrete trial mixes using Orca 1" x #4 gravel and Orca washed concrete sand produced results designated “Low Shrinkage” in accordance with test method ASTM C157 (Modified).

The 1" x No.4 (ASTM Type 57) gravel is produced through a precise computer-controlled blending system from two separate size fractions, 1" x 1/2" (25.0 x 12.5 mm) and 1/2" x No.4 (12.5 x 4.75 mm).

Ken Palko, P. Eng.

Vice President, Operations

TECHNICAL SERVICES SALES & MARKETING

12667 Alcosta Blvd., Suite 400

San Ramon, CA 94583

Telephone (925) 244 6500

FAX (925) 244 6586

Cement: Permanente Type II/V, Low Alkali; ASTM C 150-16

Production Period: Permanente September 2016 Report Date: 10/11/2016

STANDARD CHEMICAL REQUIREMENTS TEST ASTM C 150-16 SPECIFICATIONS

ASTM C 114 RESULTS TYPE II TYPE V

Silicon Dioxide (SiO2), % 21.4 ---- ----

Aluminum Oxide (Al2O3), % 4.0 6.0 Max ----

Ferric Oxide (Fe2O3), % 3.9 6.0 Max ----

Calcium Oxide (CaO), % 65.4 ---- ----

Magnesium Oxide (MgO), % 1.0 6.0 Max 6.0 Max

Sulfur Trioxide (SO3), % Note B 3.4 3.0 Max 2.3 Max

Loss on Ignition (LOI), % 1.9 3.5 Max 3.5 Max

Insoluble Residue, % 0.68 1.5 Max 1.5 Max

Alkalies (Na2O equivalent), % 0.30 0.60 Max 0.60 Max

Tricalcium Silicate (C3S), % a 59 ---- ----

Dicalcium Silicate (C2S), % a 16 ---- ----

Tricalcium Aluminate (C3A), % a 4 8 Max 5 Max

Tetracalcium Aluminoferrite (C4AF), % a 11 ---- ----

2 (C3A) + C4AF, % 19 ---- 25 Max

PHYSICAL REQUIREMENTS

(ASTM C 1038) Expansion @ 14 days,% 0.007 0.020 Max 0.020 Max

(ASTM C 452) Expansion @ 14 days,% 0.026 ---- 0.04 Max

(ASTM C 430) -325 Mesh, % 98.0 ---- ----

(ASTM C 204) Blaine, m2/kg 356 280 Min 280 Min

(ASTM C114) Limestone, max, % Note C

3.1 5 Max 5 Max

(ASTM C114) Limestone, %CaCO3 76.0 ---- ----

(ASTM C114) Cement, %CO2 1.02 ---- ----

(ASTM C 191) Time of Setting - Initial (Vicat) 111 45 Min 45 Min

(ASTM C 191) Time of Setting - Final (Vicat) 221 375 Max 375 Max

(ASTM C 451) False Set, % 90 50 Min 50 Min

(ASTM C 185) Air Content, % 6.0 12 Max 12 Max

(ASTM C 151) Autoclave Expansion, % -0.01 0.80 Max 0.80 Max

(ASTM C 187) Normal Consistency, % 25.6 ---- ----

(ASTM C 109) Compressive Strength, psi (MPa)

1 Day 1815 ---- ----

3 Day 3237 1450 (10.0) Min 1160 (8.0) Min

7 Day 4353 2470 (17.0) Min 2180 (15.0) Min

28 Day (previous month) 6292 ---- 3050 (21.0) Min

This cement meets the requirements of specification: ASTM C150-16 Type II/V, Low Alkali

Caltrans Section 90-2.01 - Type II/V Modified

ASTM C 1157 Portland Cement Type HS

AASHTO Practice R18 accredited laboratory

Anna Castillo, Quality Control Manager

Applicable ASTM C 150 Notes:

Note B: There are cases where the optimum SO3 for a particular cement is close to or in excess of the limit in this specification. In such cases where properties of a cement can be improved by exceeding the SO3 limit stated in this table it is permissible to exceed the values in the table, provided it has been demonstrated by Test Method C1038 that the cement with the increased SO3 will not develop expansion in water exceeding 0.020% at 14 days. When the manufacturer supplies cement under this provision, he shall, upon request, supply supporting data to the purchaser.

Note C: Limestone addition as per C 150-16 Item 5.1.3

Certified in accordance with Lehigh's Quality

Assurance Program effective June 12, 2013 a Adjusted per ASTM C-150-16 Section A1.6

CEMENT TEST REPORT

PERMANENTE PLANT

24001 Stevens Creek Blvd.

Cupertino, CA 95014-5659

Telephone (408) 996-4033

FAX (408) 996-4033

Lee Gorby, Quality Assurance Manager

19 OCT 2016

Tel: 480-850-5757 • Fax: 480-850-5758 • 8800 E Chaparral Rd • Ste 155 • Scottsdale, AZ 85250

Central Concrete Supply Co Inc Attn: Patrick Frawley 830 W Elkhorn Blvd Rio Linda, CA 95673-3006

Clarkdale Cement Plant 601 N. Cement Plant Rd

Clarkdale, AZ 86324

19th Ave. Terminal 1802 W. Lower Buckeye Rd

Phoenix, AZ 85007

Lower Buckeye Terminal 1941 W. Lower Buckeye Rd

Phoenix, AZ 85007

21st Ave. Terminal 1325 N. 21st Ave.

Phoenix, AZ 85009

54th Ave. Terminal 5402 W Buchanan St.

Phoenix, AZ 85043

Dobson Storage 9595 E. McKellips Rd.

Scottsdale, AZ 85250

Cholla Fly Ash Plant 4801 Frontage Rd.

Joseph City, AZ 86032

Four Corners Fly Ash Plant End of County Road 6675

Fruitland, NM 87416

San Juan Fly Ash Plant End of County Road 6800

Waterflow, NM 87421

Escalante Fly Ash Plant County Road 19

Prewitt, NM 87405

Gallup Transfer Terminal 900 N 9th St.

Gallup, NM 87301

San Diego Terminal 920 Bay Marina Dr.

National City, CA 91950

Fontana Budway Terminal 13600 Napa St.

Fontana, Ca 92335

Bakersfield Terminal 32535 7th Standard Rd.

Bakersfield, CA 93314

Stockton Terminal 1300 N. Gertrude Ave.

Stockton, CA 95215

Sacramento Terminal 4520 50th St.

McClellan Park, CA 95652

Panaca Pozzolan Plant 333 Hansen St.

Panaca, NV 89042

Denver Terminal 220 East 54th Avenue

Denver, CO 80216

8-30-16

Lot: 770674

All tests have been made in strict accordance with the current standards of the American Society for Testing and Materials covering the type of material specified.

Product: ASTM C618 Class F, Gallup Fly Ash

AASHTO M295

POZZOLAN TEST REPORT

SpecificationsResults

Chemical Analysis (C311 / C114 / D4326)

Silicon Dioxide, SiO2 60.63 % --- Aluminum Oxide,Al O2 3 24.37 % --- Ferric Oxide, Fe O2 3 4.15 % --- SiO +Al O +Fe O2 2 3 2 3 89.15 % 70.00 Min Calcium Oxide, CaO 2.29 % --- Magnesium Oxide, MgO 1.22 % --- Sulfur Trioxide, SO3 0.28 % 5.00 Max Moisture Content 0.06 % 3.00 Max Loss on Ignition 0.68 % 6.00 Max Sodium Oxide, Na O2 1.47 % --- Potassium Oxide, K O2 1.33 % --- Total Alkalis (%Na O + 0.658% K O)2 2 2.35 % --- Available Alkalis as Na O Equivalent2 0.58 % ---

Physical Analysis Fineness, amount retained on

#325 sieve, % 21.20 34.00 Max(C430) variation, points from average 0.77 5.00 Max Density, g/cm 3 (C188) 2.00 ---

Variation from average, % 0.04 5.00 Max Strength Activity Index with Portland Cement (C311 / C109) at 7 days, % of cement control 81.18 ---at 28 days, % of cement control 89.22 75.00 Min

Water Requirement (C311)

% of cement control 96.69 105.00 Max Soundness, autoclave expansion (C311 / C151) or contraction, % 0.02 0.80 Max

755 Stockton Ave., San Jose, CA 95126

866.404.1000 | www.centralconcrete.com

Product: Mixing water used in the Production of Ready Mix Concrete

Corporate Office 755 Stockton Avenue San Jose, CA 95126

West Bay San Jose 790 Stockton Avenue 889 Stockton Avenue 457 Queens Lane

South San Francisco 1305 San Mateo Avenue

Redwood City 635 Seaport Avenue

East Bay Martinez 893 Waterbird Way

Pleasanton 1645 Stanley Boulevard

Oakland 2400 Peralta Street 401 Embarcadero Street

Hayward 1844 W. Winton Avenue

Brentwood 11911 Brentwood Boulevard

Bode San Francisco 450 Amador Way

8/1/2015 Water Test Report

Density: The water density for all Central Concrete production facilities are monitored with an automated device conforming to ASTM C 1603. Documentation of procedures and calibration are maintained at each production facility and can be made available upon request.