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Home My WebLink About6060; TRAILS ROADWAY CROSSINGS; SUBMITTALS;L C Paving & Sealing, Inc. ". Submittal Cover Sheet UI I OF CARLSBAD Trails Roadway Crossings CONTRACT # 6060 Submittal # Section No. Description 001 201-1 Portland Concrete Cement Signature: Date: Title: Approved Architect Notes: 0 1 - Action Submittal (Requires County approval) El -Informational Submittal Ref: Section 0133 00, Submittal Procedures -No Exception Taken -Approved as Noted -Make Corrections Noted LII -Approved 4747 Oceanside Blvd, Suite C Oceanside, CA 92056 (760) 630-7112 phone (760) 630-7662 fax IVIlA IJeI9II repuII. Superior Ready Mix Concrete, L.P. 1508 W Mission Rd Escondido, CA 92029 760-745-0556 Mix ID# 5596-- 560-C-3250 [0] This design is being submitted for approval. Conformance with specification should be reviewed. Contractor: LC Paving & Sealing Project: City of Carlsbad, Trails Roadway Crossing Compressive Strength: 3250 psi at 28 days Aggregate size: 1" -- 25 mm Air: 1.2±1.0% Water/Cement ratio: 0.58 Slump: 12.00 to 4.00 in Source of Concrete: SUPERIOR READY MIX CONCRETE Construction type: 560-C-3250 Placement: TRUCK PLACE Unit Weight: 148.01 pcf Design Date: 05/18/2017 Constituents: Quantity Density Volume ASTM C150 TYPE IIN CEMENT 560 lb 3.150 2.85 Water 325 lb 1.000 5.21 ASTM C33 #57 ROCK 1484 lb 2.700 8.81 ASTM C33 #8 ROCK 266 lb 2.700 1.58 ASTM C33 WASHED CONC SAND 1361 lb 2.650 8.23 Air 1.2%. 0.32 Total: 3996 27.00 Remarks: Reported by Superior Ready Mix L.P. Approval by: Date: 1/ Mix Design Report Full gradation analysis - Percent passing Sieve Agg. I Agg. 2 Agg. 3 Agg. 4 Agg. 5 Paste Total Aggr. 1 1/2' 100.00 100.00 100.00 100.0 100.0 100.0 9800 10000 100.001i 100o[ 994 99j 3/4 62.00 100.00 100.00 100.0 87.6 82.0 3400 10000 10000 i000[ 785 688 3/8 24.00 95.00 100.00 100.0 74.9 63.6 2 00 20 00 98 00 - ioO0 6271 46 6] #8 1.00 1.00 83.00 100.0 56.7 37.2 L106 50 271 #30 39.00 100.0 42.9 17.2 i5O 1800 JJ 100[ 365 80 # 100 6.00 100.0 33.0 3.0 #200 - 290 10 319 1 # 325 99.0 31.0 Liquid I Pan FM 711 584 29[ 1 % Agg 47.32 8.48 44.20 Total 3263 --5.85"'---30.,4-8r- , Li TI16] TTT Agg. 1: ASTM C33 #57 ROCK Agg. 2: ASTM C33 #8 ROCK Agg. 3: ASTM C33 WASHED CONC SAND Cummulative Percent Passing Chart 1::_LH * - - -ilEll-- 80 -- - - Combined Aggregates V . -*Total 70 -- 60 50 CL L: T ±L4iT 20- 10 -' 0 CL L0 70 C., Particle Size - Earth Systems li Southwest 79-811B Country Club Drive Bermuda Dunes, CA 92203 (760) 345-1588 (860) 924-7015 FAX (760) 345-7315 Project: Superior Standard Mix Mix Design #: 5596 Address: San Diego Co., Ca. Date: 1/22/2015 General Contractor: Lab Design #: ES 15-005 Conc. Sub-Contractor: Job Number: 07517-01 Concrete Suppler: Superior Ready Mix Max. Size Agg. 1' Agg. Supplier: Superior Ready Mix Design Strength: 3250 psi Cement Supplier: Mitsubishi Slump: 4" Concrete Use: SSPWC 560-C-3250 H20/Cement Ratio: 0.58 Proportions Abs. Abs. Batch Batch Specific Vol.Vol. Weight Weight Material Type Gravity Cu.Ft. Cu. Mtr. Lbs. Kgs Cement Type uN 3.15 2.85 0.105 560 332 Fly Ash type F 2.04 0.00 0.000 0 0 Agg.#1 1 1/2" Agg 2.70 0.00 0.000 0 0 Agg.#2 I" Agg 2.70 8.80 0.326 1483 881 Agg.#3 318" Agg 2.70 1.58 0.059 266 158 Agg.#4 Wash Con Sand 2.65 8.16 0,302 1349 801 Water 39.0 Gals. 192.8 Liters 1.00 5.21 0.193 325 193 Admix #1 1.00 0.000 0.000 0.0 oz 0.01iters Admix #2 1.00 0.000 ü000 0.0 oz 0.0 liters Admix #3 1.00 0.000 .0.000 0.0 oz 0.0 liters Air Entrapped 1.5 % +1- 1.0% 0.41 0.015 Totals 27.0 1.00 3983 lbs. 2364 kg Aggregate Gradation (mm) AGG. % 1 1/2' 1" 3/4" 1/2" 3/8" #4 #8 #16 #30 #50 #100 #200 AGG. % 37.5 mm 25 mm 19 mm 12.5 mm 9.5 mm 4.75 mm 2.36 mm 1.18 mm 600 urn 300 urn 150 urn 75 urn Agg.#1 0 Agg. #2 47 100 98 62 34 24 2 1 Agg, #3 9 100 100 100 100 95 20 1 Aao#4 44 100 100 100 100 100 98 83 63 39 18 6 29 Average Strength = 4216 f'cr =t'c+1.34s3928 f'cr = f'c+2.33s-500 = 3929 This mix design presented is based upon estimation of material properties and limited feasibility testing under - laboratory conditions. It Is recommended that trial tests are made prior to and during production to verify the performance of field produced concrete All concrete mixes should be reviewed and accepted by the applicable project structural engineer and/or contractor. Respectfully submitted EARTH SYSTEMS SOUTHWEST Mark oughton C.E.T. # 078507 Distribution: 2- Superior 1 -BD Revçdb: Anthony Colarossi RCE # 60302 Superior Ready Mix Concrete, L.P. 1508 W Mission Rd Escondido, CA 92029 5596 - - 560-C-3250 [0] Cast date Slump Conc Temp 7 Day PSI 28 Day PSI 01/26/2016 4.25 63 3879 5189 01/26/2016 4.00 65 3579 4753 01/26/2016 4.25 67 3971 5449 01/29/2016 2.75 60 4262 5614 01/29/2016 4.25 63 4260 5737 01/29/2016 4.25 66 3926 5252 02/24/2016 4.00 67 3448 4576 02/24/2016 4.00 71 3910 5046 02/24/2016 4.50 75 3990 5274 02/24/2016 4.75 76 3917 5368 02/24/2016 4.50 78 4385 5842 03/31/2016 6.25 70 4091 5607 04/01/2016 3.50 75 4040 5367 04/28/2016 5.00 77 3680 4927 05/17/2016 2.50 72 4252 5981 05/17/2016 2.50 72 3931 5609 05/17/2016 2.50 72 3921 5367 06/17/2016 3.50 79 3834 5328 06/17/2016 4.50 87 4116 5295 06/20/2016 4.50 88 3540 4913 10/04/2016 4.25 79 3190 4253 10/19/2016 4.75 87 2830 4750 11/07/2016 5.50 75 3340 5127 11/10/2016 6.50 79 2870 4387 12/14/2016 4.75 64 3530 4540 02/03/2017 4.50 68 3200 4787 02/03/2017 4.00 73 3700 4530 02/24/2017 5.00 74 3380 4665 02/24/2017 5.00 73 3740 4865 03/06/2017 4.00 66 4245 5655 4.280 73.0 3765 5135 Average 0.951 7.2 406 457 STD 2.50 60 2830 4253 Low 6.50 88 4385 5981 High Number of observations: 30 4 MITSUBISHI CEMENT CORPORATION CERTIFICATE OF TEST Portland Cement - Type 1,11,11 (Mu) & V Date: 1/10/2017 Source: Cushenbury Plant, 5808 State Highway 1$, Lucerne Valley, CA 92356 ASTM designation: C 150 - 16 for Type I, H, H (MB) & V low alkali Cement Production Period CALTRANS Specification: Section 90- 2.01 for Type 11 modified and V (2006) From: 12/1/2016 Specification: Section 90- 1.02B(2) (2015) NDOT Specification: Section 701.03.01 for Type Hand V To: 12/31/2016 AZDOTSpecifications Subsection 1006-2.01 for Type II and V Chemical Composition: ASTM C-1 50 Limits Test Type I Type LI Type V Results Silicon Dioxide (SiO2), % ---- 20.0 --- Mm. 21.3 Aluminum Oxide (Ah03), % ---- 6.0 - Max. 4.1 Ferric Oxide (Fe2O3), % ---- 6.0 - Max. 3.7 Calcium Oxide (CaO), % - -- ---- 63.7 Magnesium Oxide (MgO), % 6.0 6.0 6.0 Max. 2.3 Sulfur Trioxide (S03), % 3.0 3.0 2.3 Max. 2.1 Loss on Ignition (LOI), % 3.5 3.5 3.5 Max. 1.9 Insoluble Residue 1.5 1.5 1.5 Max. 0.17 Total Alkali (%Na20 + 0.658 * %1'120) 0.60 0.60 0.60 Max. 0.56 Tricalcium Silicate (CS), FbI % ---- -- -- 54 Tricalcium Aluminate (C3A), Ibi % --- 8 5 Max. 4 C4AF + 2*C3A [bi ---- - 25 Max. 19 C3S + 4.75*C3A [b] ---- 100 ---- Max. 74 CO2,% ---- --- --- 1.3 Limestone, % 5.0 5.0 5.0 Max. 3.4 CaCO3 Limestone Purity, % 70 70 70 Mm. 90 PHYSICAL RESULTS: Blame Fineness (m2/kg) 260 / - 260 / 430 260 / Mm / Max 384 325 Mesh (% Passing) -- -- ---- 98.8 Autoclave Expansion (%) 0.80 0.80 0.80 Max. 0.03 Time of Set Initial Vicat (minutes) 45 / 375 45 / 375 45 / 375 Mm / Max 123 Air Entrainment (% Volume) 12 12 12 Max. 7.2 Heat of Hydration at 7 Days (kJ/kg) ---- ---- ---- [a] 330 False Set, % 50 50 50 Mm. 84 Color, (L value) - --- - 56 Compressive Strength Test: Type I Type II Type V MPA PSI MPA psi MPA psi MPA psi 1 Day - ---- - - -- --- 14.0 2034 3 Day 12.0 1740 10.0 1450 8.0 1160 Min. 24.4 3533 7 Day 19.0 2760 17.0 2470 15.0 2180 Mm. 32.0 4678 28 Day November 2016 - -- - -- 21.0 3050 Mm. 42.2 6116 This cement has been sampled and tested in accordance with ASTM standard methods and procedures. All tests results are certified to comply with the type specification designated above. No other warranty is made or implied. We are not responsible for improper use or workmanship. 1sf For information only. fbi Adjusted per ASTM C1 SO A1.6 MITSUBISHI CEMENT CORPORATION Tom Gepford Quality Control Manager 4 MITSUBISHI CEMENT CORPORATION CERTIFICATE OF TEST Source: Cushenbury Plant Portland Cement - Type!, I!, IT (MIT) & V Date: 1/10/2017 ASTM designation: C 150 - 16 for Type 1, 11, II (MU) & V low alkali Cement Production Period CALTRANS Specification: Section 90— 2.01 for Type!! modified and From: 12/1/2016 Specification: Section 90— 1.02B(2) (2010) NDOT Specification: Section 701 —3.01 for Type II and V To: 12/31/2016 AZflOTSpecifications Subsection 1006-2.01 for Type IT and V Additional Data Limestone Addition % Addition: 3.4 SiO2 (%) 5.0 A1203 (%) 1.6 Fe2O3 (%) 0.4 CaO (%) 50.4 S03(%) 0.4 Base Cement Phase Composition C3S 56 C2S 20 C3A 4 C4AF 11 We certify that the above described data represents the material used in the cement manufactured during the production period indicated. MITSUBISRI CEMENT CORPORATION Cushenbury plant Tom Gepford Quality Control Manager Product Name: Portland Cement Revision Date: May 2015 Page 1 of 12 Safety Data Sheet A MITSUBISHI CEMENT CORPORATION Portland Cement GHS product identifier: Chemical name: Other means of identification: Relevant identified uses Portland Cement Calcium compounds, calcium silicate compounds, and other calcium compounds containing iron and aluminum makeup the majority of this product. Major Compounds: 3CaO•SiO2 Tricalcium silicate 2CaO•SiO2 Dicalcium silicate 3CaOAl2O3 Tricalcium aluminate 4CaOAl203Fe2O3 Tetracalcium aluminoferrite CaS042H2O Calcium sulfate dihydrate or Gypsum Cement, hydraulic cement, Portland cement silicate Building materials, construction, a basic ingredient in concrete. MANUFACTURER: TELEPHONE NUMBERS: Mitsubishi Cement Corporation Phone: ....... (760) 248-5184 Cushenbury Plant Fax: ......... (760) 248-5139 5808 State Highway 18 Lucerne Valley, CA 92356 Contact Person: David Rib EMERGENCY TELEPHONE NUMBER: Call 911 for local emergency services. Portland cement is a gray or white powder. A single short-term exposure to the dry powder is not likely to cause serious harm. DANGER! Overexposure to Portland cement can cause serious, potentially irreversible skin or eye damage in the form of chemical (caustic) bums, including third degree bums. The same serious injury can occur if wet or moist skin has prolonged contact exposure to dry Portland cement. Carcinogenicity. Portland cement is not classifiable at a human carcinogen by the Occupational Health and Safety Administration (OSHA), the National Toxicity Program (NTP), or the International Agency for Research on Cancer (IARC). However, Portland cement may contain trace amounts of substances listed as carcinogens by NCP, OHSA, or IARC: crystalline silica, chromium VI compounds, nickel compotinds, lead compounds. WARNING: Crystalline silica, chromium VI compounds, nickel compounds, lead compounds are known to the State of California to cause cancer. (Title 8 CCR 5194(b)(6)(B)-(C).) Reproductive Toxicity. WARNING: Portland cement may contain trace amounts of nickel and lead compounds. Nickel and lead compounds or substances are known to the State of California to cause birth defects or other reproductive harm. (Title 8 CCR 5194 (b)(6)(B)-(C).) OSHAfI-ICS status: This material is considered hazardous by the OSHA Hazard Communication Standard (29 CFR 1910.1200) and the California Hazard Communication standard (Title 8 CCR 5194). Classification: SKIN CORROSION / IRRITATION - Category SERIOUS EYE DAMAGE / EYE IRRITATION - Category 1 SKIN SENSITIZATION - Category I CARCINOGENICITY / INHALATION - Category 1 SPECIFIC TARGET ORGAN TOXICITY (SINGLE EXPOSURE) [Respiratory tract irritation] - Category 3 Product Name: Portland Cement Revision Date: May 2015 Page 2 of 12 A MITSUBISHI CEMENT CORPORATION OHS label elements Hazard pictograms: • c:::::::::P < > Signal word: Danger Hazard statements: Causes severe skin burns and eye damage. May cause an allergic skin reaction. May cause respiratory irritation. May cause cancer. Precautionary statements Prevention: Wear protective gloves. Wear eye or face protection. Use only outdoors or in a well-ventilated area. Avoid breathing dust. Wash hands thoroughly after handling. Contaminated work clothing should not be allowed out of the workplace. Causes eye and skin burns. See Section 4 for additional details. May present risk of engulfment. See Section 7 for additional details. Overexposure to wet cement can cause severe skin damage in the form of chemical bums, including third degree bums. The same severe injury can occur if wet or moist skin is exposed to dry Portland cement. Clothing Wet with moisture from cement can transmit the caustic effects to the skin, causing chemical bums. Portland cement causes skin bums with little warning; discomfort or pain cannot be relied upon to alcrt a person to a serious injury. You may not feel pain or the severity of the bum until hours after the exposure. - MEDICAL CONDITIONS WHICH MAY HE AGGRAVATED BY EXPOSURE: Contact with wet cement may aggravate existing skin conditions. Sensitivity to hexavalent chromium can be aggravated by exposure. Response: IF INHALED: Remove victim to fresh air and keep at rest in a position comfortable for breathing. Prolonged and repeated inhalation of respirable crystalline silica-containing dust in excess of appropriate exposure limits has caused silicosis, fibrosis or scar tissue formations in the lungs. Call a POISON CENTER or physician if you feel unwell. IF ON SKIN: Wash with plenty of pH neutral soap and water. Take off contaminated clothing. Wash contaminated clothing before reuse. If skin irritation or rash occurs: get medical attention. Portlandcement may contain trace amounts of hexavalent chromium. Hexavalcnt chromium is associated with allergic skin reactions which may appear as contact dermatitis and skin ulcerations. Persons already sensitized may react to their first exposure to cement. Other individuals may develop allergic dermatitis after repeated expo- sure to cement. The symptoms of allergic reactions may include reddening of the skin, rash, and irritation. Symptoms of chronic exposure to Wet cement may include reddening, irritation, and eczematous rashes. Drying, thickening, and cracking of the skin and nails may also occur. IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. Exposure to dust may cause immediate or delayed irritation or inflammation. Eye contact by larger amount of dry power or splashes of wet Portland cement may cause effects ranging from moderate eye irritation to chemical bums or blindness. Immediately call a POISON CENTER or physician. IF INGESTED: Irritating to mouth, throat and stomach. Ingestion of large quantities may cause severe irritation and chemical bums of the mouth, throat, stomach and digestive tract. Do not ingest Portland cement. Get immediate medical attention. Storage: Keep container tightly closed in a dry and well-ventilated area. Disposal: Dispose of contents and container in accordance with all local, regional, national and international regulations. Hazards not otherwise classified: Not applicable. Substance/mixture: Mixture Chemical name: Calcium compounds, calcium silicate compounds, and other calcium compounds containing iron and aluminum make up the majority of this product. Other means of identification: Cement, hydraulic cement, Portland cement silicate Product Name: Portland Cement Revision Date: May 2015 Page 3 of 12 A MITSUBISHI CEMENT CORPORATION CAS number/other identifiers CAS number: 65997-15-1 Product code: Not available. Land Cement (main compounds listed in Section 1) 00% 5997-15-1 structure of Portland cement may contain the following in some concentration ranges: ium oxide 0-2.0 305-78-8 talline Silica (Quartz) )-0.3 4808-60-7 ivalent chromium* )-0.003 8450-29-9 Land cement also Contains gypsum, limestone and magnesium oxide in various concentrations. 'ever, because these components are not classifiable as a hazard under Title 29 Code of Federal iialiona19 10.1200, they are not required lobe listed in sum (Calcium Sulfate) . -4 13397-24-5 stonc (Calcium Carbonate) - 20 317-65-3, nesium oxide -4 309-48-4 Concentrations shown as a range is due to raw material and process Variations. 5Hexava1ent chromium is included due to dermal sensitivity associated with the component. There are no additional ingredients present which, within the current knowledge of the supplier and in the concentrations applicable, are classitied as hazardous to health or the environment and hence require reporting in this section. Occupational exposure limits, if available, are listed in Section 8. Description of necessary first aid measures Eye contact: Get medical attention immediately. Call a poison center or physician. Immediately flush eyes with plenty sf water, occasionally lifting the upper and lower eyelids. Check for and remove any contact lenses. Continue o rinse for at least 20 minutes. Chemical bums must be treated promptly by a physician. Inhalation: Seek medical help if coughing or other symptoms persist. Inhalation of large amounts of Portland ceme,lt requires immediate medical attention. Call a poison center or physician. Remove victim to fresh air and keep at rest in a position comfortable for breathing. If the individual is not breathing, if breathing is irregular or if respiratory arrest occurs, provide artificial respiration or oxygen by trained personnel. It may be dangerous o the person providing aid to give mouth-to-mouth resuscitation. If unconscious, place in recovery position and get medical attention immediately. Maintain an open airway. Sxin contact: Get medical attention immediately. Heavy exposure to Portland cement dust, wet concrete or associated water requires prompt attention. Quickly remove contaminated clothing, shoes, and leather goods such i-s watchbands and belts. Quickly and gently blot or brush away excess Portland cement. Immediately wash thoroughly with lukewarm, gently flowing water and non-abrasive pH neutral soap. Seek medical attention for rashes, bums, irritation, dermatitis and prolonged unprotected exposures to wet cement, cement mixtures or liquids from wet cement. Bums should be treated as caustic bums. Portland cement causes skin bums wili little warning. Discomfort or pain cannot be relied upon to alert a person to a serious injury. You may not fed pain or the severity of the burn until hours after the exposure. Chemical bums must be treated promptly bya physician. In the event of any complaints or symptoms, avoid further exposure. Ingestion: Get medical attention immediately. Call a poison center or physician. Have victim rinse mouth thorough y with water. DO NOT INDUCE VOMITING unless directed to do so by medical personnel. Remove victim o fresh air and keep at rest in a position comfortable for breathing. If material has been swallowed and the exposed person is conscious, give small quantities of water to drink. Have victim drink 60 to 240 ml. (2 to B oz.) of water. Stop giving Water if the exposed person feels sick as vomiting may be dangerous. If vomitir occurs, the head should be kept low so that vomit does not enter the lungs. Chemical bums must be treated promptly by a physician. Never give anything by mouth to an unconscious person. If unconscious, place ni recovery position and get medical attention immediately. Maintain an open airway. Product Name: Portland Cement Revision Date: May 2015 Page 4 of 12 et MITSUBISHI CEMENT CORPORATION Most important symptoms/effects, acute and delayed potential acute health effects Eye contact: Causes serious eye damage. Inhalation: May cause respiratory irritation. Skin contact: Causes severe burns. May cause an allergic skin reaction. Ingestion: May cause burns to mouth, throat and stomach. Over-exposure signs/symptoms Eye contact: Adverse symptoms may include the following: pain, watering and redness Inhalation: Adverse symptoms may include the following: respiratory tract irritation and coughing Skin contact: Adverse symptoms may include the following: pain or irritation, redness and blistering may occur, skin bums, ulceration and necrosis may occur Ingestion: Adverse symptoms may include the following: stomach pains Indication of immediate medical attention and special treatment needed, if necessary Notes to physician: Treat symptomatically. Contact poison treatment specialist immediately if large quantities have been ingested or inhaled. Specific treatments: Not applicable. Protection of first-aiders: No action shall be taken involving any personal risk or without suitable training. It may be dangerous to the person providing aid to give mouth-to-mouth resuscitation. Wash contaminated clothing thoroughly with water before removing it, or wear gloves. See toxicological information (Section II) Extinguishing media Suitable extinguishing media: Use an extinguishing agent suitable for the surrounding fire Unsuitable extinguishing media: Do not use water jet or water-based fire extinguishers. Specific hazards arising from No specific fire or explosion hazard. Hazardous thermal Hazardous thermal may include the following materials: carbon dioxide, carbon monoxide, sulfur decomposition oxides decomposition products: and metal oxide/oxides Special protective actions for Move containers from fire area if this can be done without risk. Use water spray to keepcontainers cool. fire-exposed fire-fighters: Special protective equipment for Fire-fighters should wear appropriate protective equipment and self-contained breathing apparatus fire-fighters: (SCBA) with a full face-piece operated in positive pressure mode. Product Name: Portland Cement Revision Date: May 2015 Page 5 o 12 A MITSUBISHI CEMENT CORPORATION Personal precautions, protective equipment and emergency procedures For non-emergency personnel: No action shall be taken involving any personal risk or without suitable training. Evacuate surrounding areas. Keep unnecessary and unprotected personnel from entering. Do not touch or walk through spilled material. Do not breathe dust. Provide adequate ventilation. Wear appropriate respirator when ventilation is inadequate. Put on appropriate personal protective equipment. For emergency responders: For personal protective clothing requirements, please see Section 8. Environmental precautions: Avoid dispersal of spilled material and runoff and contact with soil, waterways, drains and sewers. Inform the relevant authorities if the product has entered the environment, including waterways, soil or air. Materials can enter waterways through drainage systems. Methods and materials for containment and cleaning up Small spill: Move containers from spill area. Avoid dust generation. Do not dry sweep. Vacuum dust with equipment fitted with a HEPA filter and place in a closed, labeled waste Container. Place spilled material in a designated, labeled waste container. Dispose of waste material by using a licensed waste disposal contractor. Large spill: Move containers from spill area. Approach release from upwind. Prevent entry into sewers, water courses, basements or confined areas. Avoid dust generation. Do not dry sweep. Vacuum dust with equipment fitted - with a HEPA filter and place dust in a closed, labeled waste container. Avoid creating dusty conditions and prevent wind dispersal. Large spills to waterways may be hazardous due to alkalinity of the product. Dispose of waste material using a licensed waste disposal contractor. Note: see Section 1 for emergency contact information and Section 13 for waste disposal. f1TITI'W Handling and storage Precautions for safe handling Protective measures: Put on appropriate personal protective equipment (see Section 8). Persons with a history of skin sensitization problems should not be employed in any process in which this product is used. Avoid exposure by obtaining and following special instructions before use. Do not handle until all safety precautions have been read and understood. Do not get in eyes or on skin or clothing. Do not breathe dust. Do not ingest. Use only with adequate ventilation. Wear appropriate respirator when ventilation is inadequate. Keep in the original container or an approved alternative made from a compatible material and keep the container tightly closed when not in use. Empty containers retain product residue and can be hazardous. Do not reuse container. Advice on general occupational Eating, drinking and smoking should be prohibited in areas where this material is handled, stored and hygiene: processed. Workers should wash hands and face before eating, drinking and smoking. Remove contaminated clothing and protective equipment before entering eating See also Section 8 for additional information on hygiene measures. Conditions for safe storage, A key to using the product safely requires the user to recognize that Portland cement reacts chemically with including any incompatibilities: water to produce calcium hydroxide which can cause severe chemical burns. Every attempt should be made to avoid skin and eye contact with cement. Do not get Portland cement inside boots, shoes or gloves. Do not allow Wet, saturated clothing to remain against the skin. Promptly remove clothing and shoes that are dusty or wet with cement mixtures. Launder/clean clothing and shoes before reuse. Do not enter a confined space that stores or contains Portland cement unless appropriate procedures and protection are available. Portland cement can build up or adhere to the walls of a confined space and then release or fall suddenly (engulfment). Product Name: Portiand Cement Revision Date: May 2015 Page 6 o 12 A MITSUBISHI CEMENT CORPORATION Control parameters Occupational exposure limits Ingredient name Exposure limits Cement, Portland, chemicals ACGJH TLV (United States, 3/2012). TWA: 1 Mg/M3 8 hours. Form: Respirable fraction NIOSH REL (United States, 6/2009). TWA: 5 mg/rn3 10 hours. Form: Respirable fraction TWA: 10 mg/M3 10 hours. Form: Total OSHA PEL (United States, 6/2010). TWA: 5 mg/rn3 8 hours. Form: Respirable fraction TWA: 15 mg/m3 8 hours. Form: Total dust Calcium oxide ACGIH TLV (United States, 3/2012). TWA: 2 mg/m3 8 hours. NIOSH REL (United States, 6/2009). TWA: 2mg/rn3 10 hours. OSHA PEL (United States, 6/2010). TWA: 5mg/rn3 8 hours. Limestone NIOSH REL (United States, 6/2009). TWA: 5 Mg/M3 10 hours. Form: Respirable fraction TWA: 10mg/rn3 10 hours. Form: Total OSHA PEL (United States, 6/2010). TWA: 5 Mg/M3 8 hours. Form: Respirable fraction TWA: 15 mg/rn3 8 hours. Form: Total dust Magnesium oxide ACGI}1 TLV (United States, 3/2012). TWA: 10 mg/M3 8 hours. Form: Inhalable fraction OSHA PEL (United States, 6/2010). TWA: 15 Mg/M3 8 hours. Form: Total particulates Quartz ACGH-1 TLV (United States, 3/2012). TWA: 0.025 Mg/M3 8 hours. Form: Respirable fraction NIOSH REL (United States, 6/2009). TWA: 0.05 mg/M3 10 hours. Form: respirable dust OSHA PEL Z-3 (United States, 9/2005). TWA: 10mg/rn3 divided by %Si02 + 2: Respirable TWA: 30mg/rn3 divided by %Si02 + 2: Total Calcium sulfate (gypsum) ACGIITI TLV (United Slates, 3/2012) TWA: 10 mg/m3 8 hours. Form: Respirable fraction NIOSH REL (United States, 6/2009) TWA 5 Mg/M3 8 hours. Form: Respirable fraction TWA 10 mg/m3 8 hours. Form: Total dust OSHA PEL Z- I (United States, 2/2006) TWA 5 Mg/M3 8 hours. Form: Respirable fraction TWA 15 Mg/M3 8 hours. Form: Total dust Appropriate engineering controls: Use only with adequate ventilation. If user operations generate dust, use process enclosures, local exhaust ventilation or other engineering controls to keep worker exposure to airborne contaminants below any recommended or statutory limits. Environmental exposure controls: Emissions from ventilation or work process equipment should be checked to ensure they comply with the requirements of environmental protection legislation. Product Name: Portland Cement Revision Date: May 2015 Page 7 of 12 A MITSUBISHI CEMENT CORPORATION Individual protection measures Hygiene measures: Clean water should always be readily available for skin and (emergency) eye washing. Periodically wash areas contacted by Portland cement with a pH neutral soap and clean, uncontaminated water. If clothing becomes saturated with Portland cement, gannents should be removed and replaced with clean, dry clothing. Eye/face protection: To prevent eye contact, wear safety glasses with side shields, safety goggles or face shields when handling dust or Wet cement. Wearing contact lenses when working with cement is not recommended. Skin protection Hand protection: Use impervious, waterproof, abrasion and alkali-resistant gloves. Do not rely on barrier creams in place of impervious gloves. Do not get Portland cement inside gloves. Body protection: Use impervious, waterproof, abrasion and alkali-resistant boots and protective long-sleeved and long- legged clothing to protect the skin from contact with wet Portland cement. To reduce foot and ankle exposure, wear impervious boots that are high enough to prevent Portland cement from getting inside them. Do not get Portland cement inside boots, shoes, or gloves. Remove clothing and protective equipment that becomes saturated with cement and immediately wash exposed areas of the body. Other skin protection: Appropriate footwear and any additional skin protection measures should be selected based on the task being performed and the risks involved. Footwear and other gear to protect the skin should be approved by a specialist before handling this product. Respiratory protection: Use a properly fitted, particulate filter respirator complying with an approved standard if a risk assessment indicates this is necessary. Respirator selection must be based on known or anticipated exposure levels, the hazards of the product, and assigned protection factor of the selected respirator. . ---- -. Appearance Physical State: Solid. [Powder.] Lower and upper explosive (flammable) limits: Not applicable. Color: Gray or white. Vapor pressure: Not applicable. Odor: Odorless. Vapor density: Not applicable. Odor threshold: Not available. Relative density: 2.3 to 3.1 pH: >11.5 [Cone. (% w/w): 1%] Solubility Slightly soluble in water. Melting point: >1000°C (>1832°F) Solubility in water: Otto 1% Boiling point: >1000°C (>1832°F) Partition coefficient: n-octanol/water: Not applicable. Flash point: Not flammable Auto-ignition temperature: Not applicable. Burning time: Not available Decomposition temperature: Not available. Burning rate: Not available. SADT: Not available. Evaporation rate: Not applicable. Viscosity: " Not applicable. Flammability (solid, gas): Not applicable. Reactivity: Reacts slowly with water forming hydrated compounds, releasing heat and producing a strong alkaline solution until reaction is substantially complete. Chemical stability: The product is stable. Possibility of hazardous reactions: Under normal conditions of storage and use, hazardous reactions will not occur. Conditions to avoid: No specific data. Product Name: Portland Cement Revision Date: May 2015 Page 8 o 12 A MITSUBISHI CEMENT CORPORATION Incompatible materials: Reactive or incompatible with the following materials: oxidizing materials, acids, aluminum and ammonium salt. Portland cement is highly alkaline and will react with acids to produce a violent, heat-generating reaction. Toxic gases or vapors may be given off depending on the acid involved. Reacts with acids, aluminum metals and ammonium salts. Aluminum powder and other alkali and alkaline earth elements will react in wet mortar or concrete, liberating hydrogen gas. Limestone ignites on contact with fluorine and is incompatible with acids, alum, ammonium salts, and magnesium. Silica reacts violently with powerful oxidizing agents such as fluorine, boron trifluoride, chlorine trifluoride, manganese trifluoride, and oxygen difluoride yielding possible fire and/or explosions. Silicates dissolve readily in hydrofluoric acid producing a corrosive gas - silicon tetrafluoride. Hazardous decomposition products: Under normal conditions of storage and use, hazardous decomposition products should not be produced. Section III ToxicologicaitIlTUI711Wflwi Information on toxicological effects Acute toxicity: Portland Cement LD50ILC50 = Not available Irritation/Corrosion: Skin: May cause skin irritation. May cause serious bums in the presence of moisture. Eyes: Causes serious eye damage. May cause burns in the presence of moisture. Respiratory: May cause respiratory tract irritation. Sensitization: May cause sensitization due to the potential presence of trace amounts of hexavalent chromium. Mutagenicity: There are no data available. Carcinogenicity: Portland cement is not classifiable as a human carcinogen by OSHA, NIP, or IARC. However, Portland cement may contain trace amounts of substances listed as carcinogens by NCP, OHSA, or TARC: crystalline silica, chroimum VI compounds, nickel compounds, lead compounds. Crystalline silica, chromium VI compounds, nickel compounds, lead compounds are known to the State of California to cause cancer. (Title 8 CCR 5194(b)(6)(B)-(C).) Classification Product/ingredient name OSHA IARC ACGIH NTP Cement, Portland, chemicals Quartz - - A - - I 4 Known to be a human carcinogen. Reproductive Toxicity:. Portland cement may contain trace amounts of nickel and lead compounds. Nickel and lead compounds or substances are known to the State of California to cause birth defects or other reproductive harm. (Title 8 CCR 5194 (b)(6)(B)-(C).) Teratogenicity: There are no data available. Specific target organ toxicity (single exposure) Name Category Route of Exposure Target Organs 1 Calcium oxide Category 3 Inhalation and skin contact Respiratory tract irritation, skin Cement, Portland, chemicals Category 3 Inhalation and skin contact irritation Respiratory tract irritation, Specific target organ toxicity (repeated exposure) Aspiration hazard: There are no data available. Product Name: Portland Cement Revision Date: May 2015 Page 9 of 12 MITSUBISHI CEMENT CORPORATION Information on the likely routes of exposure Dermal contact. Eye contact, Inhalation. Ingestion. Potential acute health effects: Eye contact: Causes serious eye damage. Inhalation: May cause respiratory irritation. Skin contact: Causes severe bums. May cause an allergic skin reaction. Ingestion: May cause bums to mouth, throat and stomach. Symptoms related to the physical, Eye contact: Adverse symptoms may include the following: pain, watering, redness chemical and toxicological characteristics' i irritation, Inhalation: Adverse symptoms may include the following: respiratory tract coughing Skin contact: Adverse symptoms may include the following: pain or irritation, redness, blistering may occur, skin burns, ulcerations and necrosis may occur Ingestion: Adverse symptoms may include the following: stomach pains Delayed and immediate effects and Short term exposure: also chronic effects from short and long term exposure: Potential immediate effects: No known significant effects or critical hazards. Potential delayed effects: No known significant effects or critical hazards. Long term exposure: Potential immediate effects: No known significant effects or critical hazards. Potential delayed effects: No known significant effects or critical hazards. Potential chronic health effects: General: Repeated or prolonged inhalation of dust may lead to chronic respiratory irritation. If sensitized to hexavalent chromium, a severe allergic dermal reaction may occur when subsequently exposed to very low levels. Carcinogenicity: Portland cement is not classifiable as a human carcinogen. Crystalline silica is considered a hazard by inhalation. TARC has classified crystalline silica as a Group I substance, carcinogenic to humans. This classification is based on the findings of laboratory animal studies (inhalation and implantation) and epidemiology studies that were considered sufficient for carcinogenicity. Excessive exposure to crystalline silica can cause silicosis, a non-cancerous lung disease. Reproductive toxicity: Portland cement may contain trace amounts of nickel and lead compounds. Nickel and lead compounds or substances are known to the State of California to cause birth defects or other reproductive harm. (Title 8 CCR 5194 (b)(fi)(B)-(C).) Mutagenicity: No known significant effects or critical hazards. Teratogenicity: No known significant effects or critical hazards. Numerical measures of toxicity: Acute toxicity estimates: There are no data available. Toxicity Product/ingredient name Result Species Exposure Calcium oxide Chronic NOEC 100 Fish—Oreochromis niloticus— 46 days mglL Fresh water Juvenile (Fledgling, Hatchling, Weanling) Persistence and degradability: There are no data available. Bioaccumulative potential: There are no data available. Mobility in soil: Soil/water partition coefficient (Koc): Not available. Other adverse effects: No known significant effects or critical hazards. Product Name: Portland Cement Revision Date: May 2015 Page 10 of 12 MITSUBISHI CEMENT CORPORATION Disposal methods: The generation of Waste should be avoided or minimized Wherever possible. Disposal of this product, solutions and any by-products should comply With the requirements of environmental protection and waste disposal legislation and any regional local authority requirements. Dispose of surplus and non-recyclable products via a licensed Waste disposal contractor. Untreated Waste should not be released to the sewer unless fully compliant with the requirements of all authorities with jurisdiction. Waste packaging should be recycled. Incineration or landfill should only be considered when recycling is not feasible. This material and its container must be disposed of in a safe manner. Care should be taken when handling empty containers that have not been cleaned or rinsed out. Empty containers or liners may retain some product residues. Avoid dispersal of spilled material and runoff, and contact with soil, waterways, drains and sewers. . If Portland cement as supplied becomes a waste, it does not meet the criteria of a hazardous waste as defined under the Resource Conservation and Recovery Act (RCRA) 42 U.S.C. §6903 and 40 CFR 261. DOT Classification IMDG TATA UN number Not regulated. Not regulated. Not regulated. UN proper shipping name - - - Transport hazard class(es) - - - Packing group I - - - Environmental hazards None. None. None. Additional information - - - Special precautions for user: Transport within user's premises: always transport in closed containers that are upright and secure. Ensure that persons transporting the product know what to do in the event of an accident or spillage. Transport in bulk according Not available. to Annex II of MARPOL 73178 and the IBC Code: U.S. Federal regulations: TSCA 6 final risk management: Chromium, ion (Cr6+) United States inventory (TSCA 8b): Portland cements are considered to be statutory mixtures under TSCA. CAS 65997-15-1 is included on the TSCA inventory. Clean Water Act (CWA) 307: Chromium, ion (Cr6+) CERCLA: This product is not listed as a CERCLA substance. Clean Air Act Section 112 (b): Hazardous Air Pollutants (HAPs) - Not listed Clean Air Act Section 602: Class I Substances - Not listed Clean Air Act Section 602: Class II Substances - Not listed DEA List I Chemicals: (Precursor Chemicals) - Not listed DEA List II Chemicals: (Essential Chemicals) - Not listed Product Name: Portland Cement Revision Date: May 2015 Page 11 of 12 A MITSUBISHI CEMENT CORPORATION SARA 311/312 Classification: Immediate (acute) health hazard Delayed (chronic) health hazard Composition/information on ingredients Name % Fire hazard Sudden release of pressure Reactive Immediate (acute) health hazard Delayed (chronic) health hazard Calcium oxide A-B No. No. No. Yes. No. Quartz <0.2 No. No. No. No. Yes. Chromium, ion (Cr6+) <0.1 No. No. No. Yes. Yes. Nickel Compounds <0.1 No. No. No. Yes. Yes. Lead (Organic & Inorganic) <0.1 No. No. No. No. Yes. SARA 313 Product name CAS number Form R—Reporting requirements Chromium, ion (Cr6+) 8540-29-9 <0.1 Lead (Organic or Inorganic) - <0.1 Nickel Compounds - <0.1 Supplier notification Alternatively, if any of the compounds are not present, state: This product does not contain any constituents listed under SARA Title ifi Section 313. State regulations Massachusetts: The following components are listed: cement, Portland, chemicals, limestone New York: None of the components are listed. New Jersey: The following components are listed: cement, Portland, chemicals, gypsum, limestone Pennsylvania: The following components are listed: cement, Portland, chemicals, gypsum, limestone California Prop. 65 WARNING: This product contains crystalline silica and chemicals (trace metals) known to the State of California to cause cancer, birth defects or other reproductive harm. California law requires the above warning in the absence of definitive testing to prove the defined risks do not exist. Ingredient name Cancer Reproductive No significant Maximum acceptable risk level dosage level Quartz Yes. No. No. No. Chromium, ion (Cr6+) Yes. Yes. 0.001 rig/day (inhalation) 8.2 micrograms/day (ingestion) Nickel Compounds No. No. No. No. Lead Yes. Yes. 15 .tglday (ingestion) 0.5 micrograms/day (inhalation) International regulations International lists: Canadian Domestic Substances List (DSL): Portland cement is included on the DSL. Mexico Inventory (INSQ): All components are listed or exempted. Product Name: Portland Cement Revision Date: May 2015 Page 12 of 12 History Date of issue mm/dd/yyyy: Version: Revised Section(s): A MITSUBISHI CEMENT CORPORATION 05/20/2015 Not applicable. Notice to reader DISCLAIMER: While the information provided in this material safety data sheet is believed to provide a useful summary of the hazards of Portland cement as it is commonly used, the sheet cannot anticipate and provide the all of the information that might be needed in every situation. Inexperienced product users should obtain proper training before using this product. In particular, the data furnished in this sheet do not address hazards that may be posed by other materials mixed with Portland cement to produce Portland cement products. Users should review other relevant material safety data sheets before working with this Portland cement or working on Portland cement products, for example, Portland cement concrete. SELLER MAKES NO WARRANTY, EXPRESS OR IMPLIED, CONCERNING THE PRODUCT OR THE MERCHANTABILITY OR FITNESS THEREOF FOR ANY PURPOSE OR CONCERNING THE ACCURACY OF ANY INFORMATION PROVIDED BY MITSUBISHI CEMENT CORPORATION except that the product shall conform to contracted specifications. The information provided herein was believed by MITSUBISHI CEMENT CORPORATION to be accurate at the time of preparation or prepared from sources believed to be reliable, but it is the responsibility of the user to investigate and understand other pertinent sources of information to comply with all laws and procedures applicable to the safe handling and use of product and to determine the suitability of the product for its intended use. Buyer's exclusive remedy shall be for damages and no claim of any kind, whether as to product delivered or for non-delivery of product, and whether based on contract, breach of warranty, negligence, or otherwise shall be greater in amount than the purchase price of the quantity of product in respect of which damages are claimed. In no event shall Seller be liable for incidental or consequential damages, whether Buyer's claim is based on contract., breach of warranty, negligence or otherwise. Abbreviations ACGIH - American Conference of Governmental Industrial Hygienists CAS - Chemical Abstract Service CERCLA - Comprehensive Emergency Response and Comprehensive Liability Act CFR -Code of Federal Regulations DOT - Department of Transportation GI-IS - Globally Harmonized System HEPA - High Efficiency Particulate Air IATA - International Air Transport Association L&RC - International Agency for Research on Cancer TMDG - International Maritime Dangerous Goods NIOSH - National Institute of Occupational Safety and Health NOEC - No Observed Effect Concentration NTP - National Toxicology Program OSHA - Occupational Safety and Health Administration PEL - Permissible Exposure Limit REL - Recommended Exposure Limit RQ - Reportable Quantity SARA - Superfund Amendments and Reauthorization Act SDS - Safety Data Sheet TLV - Threshold Limit Value TPQ -Threshold Planning Quantity TSCA - Toxic Substances Control Act TWA - Time-Weighted Average UN - United Nations Sieve Analysis ASTM C136/117 Size % Retained % Passing Specs. k Seive 5" 11/2" 0 100 100 1" 1 99 95-100 3/4' 26 74 1/2' 72 28 25-60 3/8" 90 10 4 97 3 0-10 8 98 2 0-5 16 99 1 30 50 100 200 ASTM C 33 Concrete Aggregate Testing Plant Location: Twin Oaks Sampled By: Chris Hand Sample Location: Belt Date: 3/29/2017 Material: 1X4 Tested By: ChrisH Testing Per ASTM & Caltrans TestPerformed Results Specification Test Standard SoufldnosSodiun, Sulfate 5.10% 18%Max C88 %Flat&Elongated 0% 04791 CrushedFaces 100% 05821 PotentialRwactivity SeeNotes Resistance to Abrasion % Wear, 100 Rev. C131/535 6.8% C131 %Wear,500Rev. 26.5% 50% C131 %Wear,200Rev. N/A C535 %Wear,1000Rev. N/A C535 OrganicImpurities N/A C40 ClayLumps&Friable 0.09% S C142 LightweightPieces 0% 1 T113 SandEquivalent N/A CT 217 FinenessModulus 7.11 C136 Cleaness Value 81 CT 227 Specific Gravity C127/128 Bulk SpGrOven Dry 2.717 Bulk SpGr SSD 2.742 ApparentSpGr 2.787 % Absoption 0.9% MaterialFiner Than200 0.56% 1.0% C117 Notes: Alkaline Reactivity- 45 mmol/L, Disolved Silica- 27 mmol/L This Aggregate is considered innocuous. At toot with the cocepilon of the Alkaline Reactivity, Ditoived Silica, and the LA Abotion were performed In home ASTM C 33 Concrete Aggregate Testing Plant Location: Twin Oaks Date: 3/29/2017 Sampled By: Chris Hand Material: Sample Location: Belt Tested By: Chris H Sieve Analysis ASTM C136/117 Testing Per ASTM & Caltrans Seive Size % Retained % Passing Specs. 5,, 11/2" 1.1 3/4" 1/2" 0 100 100 3/8' 9 91 85-100 4 75 25 10-30 8 94 6 0-10 16 96 4 0-5 30 50 1o0 200 Test Performed Results Specification Test Standard Soundness Sodium Sulfate 4.20% 18% C88 % Flat & Elongated 0% 04791 Crushed Faces 100% 05821 Potential Reactivity See Notes Resistance to Abrasion % Wear, 100 Rev. C131/535 2.3% C 131 % Wear,500 Rev. 10.4% 50% C 131 % Wear,200 Rev. N/A C 535 % Wear,1000 Rev. N/A C 535 Organic Impurities N/A C40 Clay Lumps & Friable 0.00% 5% C 142 Lightweight Pieces 0% 1.00% T113 Sand Equivalent N/A CT 217 Fineness Modulus 5.74 C 136 Specific Gravity C127/128 Bulk SpGr Oven Dry 2.670 Bulk SpGr $S0 2.717 Apparent SpGr 2.800 % Absoption 1.70% Material Finer Than 200 0.35% 1.00% Notes: Alkaline Reactivity- 60 mmol/L, Disolved Silica- 31 mmol/L This Aggregate is considered innocuous. All tests with the eoeption of the Alkaline Reactivity, shoved suite, and the L Adbronion wore portow,ed in house Sieve Analysis ASTM C136/117 Seive Size % Retained % Passing Specs. /4" /8" 0 100 100 4 0 100 95-100 8 16 84 80-100 16 45 55 50-85 30 66 34 25-60 50 82 18 5-30 100 92 8 0-10 200 97 3 OREADYM ASTM C 33 Concrete Aggregate Testing Plant Location: Chandler - Sierra Sampled By: Chris Hand Sample Location: Stock Pile Date: 12/28/2016 Material: WCS Tested By: ChrisH Testing Per ASTM & Caltrans TestPerformed Results Specification TetsStandard %Flat&Elongated N/A 04791 CrushedFaces N/A 05821 Resistance to Abrasion % Wear,100Rev. N/A C131/535 N/A C131 %Wear,500Rev. N/A C131 %Wear,200Rev. N/A C535 % Wear, l000Rev. N/A C535 OrganicImpurities 1-Satisfactorr DarkarThan Sad. C40 ClayLumps&Friable 0.28% C142 LightweightPieces 0% C123 SandEquivalent 80 CT 217 FinenessModulus 3.01% C136 SpecificGravity C127/128 Bulk SpOr OvenDry 2.60 %Absoption 2.04% Material Finer than 200 1 1.50% 1 1 C 117 Notes: Alkaline Reactivity- 160 mmol/L, Disolved Silica- 16.5 mmoi/L This Aggregate is considered innocuous. Gradation, FM, and SE performed 5/54/16 by Superior bM lab. Other aroitafrom Cvi report dated May 2015 L C Paving & Sealing, Inc. ". Submittal Cover Sheet CITY OF CARLSBAD Trails Roadway Crossings CONTRACT # 6060 Submittal # Section No. Description 002 200-2 Untreated Base Material Signature: Date: Title: Approved Architect Notes: • -Action Submittal (Requires County approval) El -Informational Submittal Ref: Section 0133 00, Submittal Procedures -No Exception Taken -Approved as Noted -Make Corrections Noted LI -Approved 4747 Oceanside Blvd, Suite C Oceanside, CA 92056 (760) 630-7112 phone (760) 630-7662 fax UuI[an Materials Company Contractor LC Paving May 18, 2017 Project: Trails Rd Way Crossing Plant: Vulcan Materials / Carroll Canyon Material: 3/4" Class II Aggregate Base This is to certify that Vulcan Materials Company, Western Division, Carroll Canyon, will supply 3/4" Class II Aggregate Base to the above listed project and that this product will conform to Section 26 of the 2010 State of California. Standard Specifications. Due to the natural effects of segregation, this product is guaranteed in spec. at point of delivery and when sampled in accordance with ASTM D75. Sieve Size Percent Caltrans Section 26 Caltrans Section 26 Passing I Operating Range Contract Compliance. 25 mm (10) 100 100 100 19 mm (3/4") 98 90-100 87-100 . 12.5 mm (1/2') 80 9.5 mm (3/8") 58 4.75 mm (No. 4) 44 35-60 30-65 2.36 mm (No. 8) 34 ----- - 1.18 mm (No. 16) 24 --- 600 urn (No. 30) 18 10-30 5-35- 300 um (No. 50) 11 150 urn (No. 100) 6 75 urn (No. 200) 3.4 2-9 0-12 Operating Contract Tibet RAthhn,1 D.—It Sand Equivalent CT 217 68 25 mm. 22 mm. Durability Index CT 229 I 52 35 mm A- Value CT 301 83 78 mm Submitted by: 62. Robert Piceno Manager Technical Services RP/sb San Diego Regional Laboratory 10051 Black Mountain Road • San Diego, Callfonla 92126 • Tel (858) 547-4981 AAIHTDRIS AMRL Certified I Please Note: NOT VALID IF ALTERED I L C Paving & Sealing, Inc. ". Submittal Cover Sheet CITY OF CARLSBAD Trails Roadway Crossings CONTRACT # 6060 Submittal # Section No. Description 003 203-6-1 Asphalt Concrete Signature: Date: Title: Approved Architect Notes: pj -Action Submittal (Requires County approval) El - Informational Submittal Ref: Section 0133 00, Submittal Procedures -No Exception Taken -Approved as Noted LI -Make Corrections Noted III -Approved 1! / 4747 Oceanside Blvd, Suite C Oceanside, CA 92056 (760) 630-7112 phone (760) 630-7662 fax Uuliun Materials Company Western Division May 18, 2017 TO: LC Paving PROJECT: Trails Rd Way Crossings To Whom It May Concern: Vulcan Materials Company (Vulcan) shall furnish asphalt paving materials in connection with the above-referenced project. Vulcan will furnish such materials in accordance with the mix design attached here to as Exhibit A. Out of Carroll Canyon Lesign Name F'roluct Code if Type Ill B3 200804 Type III C2 300806 The Asphalt Cement will conform to PG64-10 for Performance Grade. Typically our HVEEM for Asphalt Concrete out of our Carroll Canyon B3 146 +1-2 Otay B3 150 +/-2 Carroll Canyon C2 143 +/-2 Otay C2 149 +/-2 Carroll Canyon E 141 +/-2 Otay E 148 +1-2 VM03-000000I 11980656.1 Aggregate Properties Test California Test Carroll Canyon % Crushed Particle CT 205 Coarse = 98% Fine = 95% LA Rattler, Loss @ 500 Rev. CT 211 3/4" (Method B): 15.7% 1/2" (Method B): 17.2% 3/8" (Method C): 20.2% Cleanness Value CT 227 86 (3/4") I 81 (1/2") I 79(3/8') Sand Equivalent CT 217 65 Kc & Kf Factors CT 303 1.1 Asphalt Concrete Properties Mix Design California Test 3/4" Mix 1/2" Mix 3/8" Mix S-value (Hveem) CT 366 40 39 35 Air Voids 4.3% 4.3% 4.2% Swell (mm) CT 305 0.001 0.001 0.001 Moisture Vapor Susceptibility CT 307 34 33 31 Aggregate Properties Test California Test Ota % Crushed Particle CT 205 Coarse = 98% I Fine = 95% LA Rattler, Loss @ 500 Rev. CT 211 3/4" (Method B): 15.7% 1/2" (Method B): 17.2% 3/8" (Method C): 20.2% Cleanness Value CT 227 86 (3/4") I 81(1/2-) j 79 (3/8") Sand Equivalent CT 217 62 Kc & Kf Factors CT 303 1.1 Asphalt Concrete Properties Mix Design California Test 3/4" Mix 1/2" Mix 3/8" Mix S-value CT 366 41 37 35 Air Voids 4.4% 4.4% 4.3% Swell (mm) CT 305 0.001 0.001 0.001 Moisture Vapor Susceptibility 34 32 31 Vulcan makes no representations or warranties as to whether the attached mix design complies with any other specifications or standards set forth in any contracts or design drawings, and is not responsible for obtaining any necessary approvals or certifications for use of this mix design. Vulcan's sale of asphalt paving materials will be governed by the Vulcan Sales Documents, as such term is defined in the General Terms and Conditions which form a part of Vulcan's Quotation relating to the above-referenced project. Sincerely,. San Diego Regional Quality Control Department 10051 Black Mountain Rd San Diego, Ca 92126 Phone: 858-547-4981 Fax: 858-547-9056 VM03.0000001 . . . . . 11980656.1 Location:f Carroll Canyon - J 40002-2 vulian Customer: j L.C. Pow nq Date: 1 5/18/2017 Materials Company I_Att,J 2t Fax #:1 (760)752-1674 Project Linel Trails Pd Way _Crossing Project_Line2:I Ljype_ofMix:J 5.400 TYPE III CLASS B3R15 de: P& PG64 -10 L_i!ypii I_SMARA:! 91-37-0029 SELTEC Percent Moss BIN#1 32.5 650 8IN#2 19.1 382 BIN#3 14.3 287 SIN#4 14.3 287 BIF4#50.0 0 RECYCLE 14.3 287 FILLER 1.0 19 Asphalt 4.4 89 TOTAL 100.0 2.000 I S 15 S 0 S 15 S 15 S 20 S 34 S FILLER 18.9 LBS RECYCLE 284 LBS BIN#5 0 LBS BIN#4 284 LBS BIN#3 284 LBS BIN#2 379 LBSJ BIN#1 644 LBS fne] 1operoti1 Sieve Size Range Pass(Usej Pass _Use Pass _Use I Pass Pass _Use 1 1oss _Use J LPuss_I Use j ii FWin Max Erg 100.0 1.0 100.0 15.0 100.0 0.0 100.0 15.0 100.0 15.0 1000 20.0 100.0 34.0 100.0 F-1 2-1/2°(5&0)1 100.0 1.0 100.0 15.0 1000 0.0 100.0 15.0 100.0 15.0 100.0 20.0 100.0 34.0 I_100.01 1_111-1/2"_(37.8)1 100.0 1-0.100-0 15.0 100.0 0.0 100.015.0 100.0 15.0 100.0 20.0 100.0 34.0 I_100.01 liooIioo][" 1000 10 1000150 1000 00 850 128 1000 150 1000200 1000340 I_9781 95 Iiooj[,' 100.0 1.0 100.0 15.0 100.0 0.0 7.0 1.1 83.0 12.5 100.0 20.0 100.0 34.0 I_83.51 1_1(1/2°(12.5)' 100.0 1.0 97.0 14.6 98.0 0.0 1.0 0.2 21.0 3.2 96.0 19.2 100.0 34.0 F 65 I 80 100.0 1.0 71.0 10.7 71.0 0.0 1.0 0.2 1.0 0.2 32.0 6.4 100.0 34.0 I_52_41 45 I 60(#4 zy 1000 10 530 80 530 00 10 02 10 02 20 04 870296 I_3921 130145 _#8 (236 100.0 1.0 42.0 6.3 42.0 0.0 0.0 0.0 1.0 0.2 1.0 0.2 57.0 19.4 27.01 l_j#io_(1.18)] 99.0 1.0 33.0 5.0 35.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 43.0 14.6 I_20.61 15 _25J!#30_(0.60 98.0 1.0 20.0 3.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 27.0 9.2 I_13.21 t(#so _(0.30)1 950 10 130 20 130 00 00 00 00 00 00 00 160 54 I_8 31 LJ__Jt#ioo_(Q)I 90.0 0.9 8.5 1.3 8.5 0.0 0.0 0.0 0.0 0.000 0.0 8.0 2.7 I_4.91 L3 _I_7 __#200 0.075) RAP ACS 5.8% KM of Combined Aggregate- ---1.10 SURFACE AREA: 26.4. - S Asphalt -Outside 5.61 % + 100% AGG S Asphalt -Inside- % Plus 94.7 % Aggregate Weight Per TON I_1061 LBS Botch WT: 20001 LB5 Location;! Carroll Canyon 40002-3 ___________ SELTEC Customer: L. C. Paving Date:! 5/18/2017 Vullan Percent Mass 8IN#1 35.3 706 - Materials Company Attn: 2m _________ . Fax #-1 (760) 752-1674 - BIN#2 28.6 572 [iject Line 1 : Trails Rd Way Crossing BIN#3 16.2 324 BIN#4 0.0 0 BIN#5 0.0 0 Type of MIX :1 5.400 TYPE III CLASS C2-1415 RECYCLE FILLER 14.3 1.0 286 19 [phalt Grade:! PG 64 - 10 Asphalt 4.6 93 AG6Typj 5MARA1 91-37-0029 TOTALI 100.0 2555 isli 15 %II ash 17 I[305 II FILLER I RECYCLE BIN#5 BIN#4 BIN#3 BIN#2 BIN#1 Combined OPerating Sieve Size L189 LBS 284 LBS 0 LBS 0 LBS 321 LBS 567 LBS 699 LBS $Possi Us!J $Passl Use I IPassi Use f IPassi Use I [POSSI Use Fposs$ Use I IPass t.lselr Total I Mm IMaxi[!g I (SI) 100.0 1.0 100.0 15.0 100.0 0.0 100.0 0.0 100.0 17.0 100.0 30.0 100.0 37.0 I 100.01 I 2-1/2" (50.0) 100.0 1.0 100.0 15.0 100.0 0.0 100.0 0.0 100.0 17.0 100.0 30.0 100.0 37.0 I 100.01 I I 111-1/2" ()I 1000 101000150 1000 001000 001000170 1000300 1000370 I 10001 I 1000 10 1000150 1000 00 850 00 1000170 1000 300 1000370 I 10001 $ioo$iooI i3j 100.0 1.0 100.0 15.0 100.0 0.0 7.0 0.0 83.0 14.1 100.0 30.0 100.0 37.0 I 97.11 I 95 $100I$1/2' (5)J 1000 1.0 970 146 980 00 1.0 00 21.0 3.6 96.0 288 1000 370 I 8491 [75 [ó1i3/8 (9.5)1 100.0 1.0 71.0 10.7 71.0 0.0 1.0 0.0 1.0 0.2 32.0 9.6 100.0 37.0 I 56.41 I 50 I 67 1 100.0 1.0 53.0 8.0 53.0 0.0 1.0 0.0 1.0 0.2 2.0 0.6 87.0 32.2 1000 10 420 63 420 00 00 00 10 02 10 03 570211 I 2891 I I 1i 6 J18 99.0 1.0 33.0 5.0 35.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 43.0 15.9 I 21.81 $15 30]00 98.0 1.0 20.0 3.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 27.0 10.0 I 14.01 I I #50 (0.30) 95.0 1.0 13.0 2.0 13.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.0 5.9 I 8.81 1 F1#ioo (0.15)$ 90.0 0.9 8.5 1.3 8.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.0 3.0 I s.if 1 4 I 7 I9j0.075)j RAP AC% 5.8% % Asphalt -Outside- 5 81 " + 100% AGG Mix Design Notes KM of Combined Aggregate' ---1.10 2 Asphalt -Inside- % Plus SURFACE AREA: 27.8 S Aggregate Weight Per TON I 1101 LBS. Batch WT: I 2000!LBS L C Paving & Sealing, Inc. ". Submittal Cover Sheet. CITY OF CARLSBAD Trails Roadway Crossings CONTRACT # 6060 Submittal # Section No. Description 004 213-5 Geotextile Signature: Date: Title: Approved Architect Notes: -Action Submittal (Requires County approval) LI -Informational Submittal Ref: Section 0133 00, Submittal Procedures -No Exception Taken -Approved as Noted LI -Make Corrections Noted LI -Approved 4747 Oceanside Blvd, Suite C Oceanside, CA 92056 (760) 630-7112 phone (760) 630-7662 fax WMENCATIE Miraf"l SUN TruPaveo Engineered Paving Mat r= 1 iJ L.i L STRESS RELIEF ADHESIVE BONDING TruPave® Engineered Paving Mat is a wet-formed fiberglass/polyester hybrid paving mat comprised of randomly dispersed glass and polyester fibers bonded together with a resinous binder system manufactured by Owens Corning TruPave® Engineered Paving Mat conforms to ASTM D 7239 Type I. Mechanical Properties Test Method Unit Roll Value . __________ 1- Nominal Max. - Mm. Tensile Strength (MD) ASTM D 5035 lbf/2 in 95 451 Tensile Strength (CD) ASTM D 5035 lbf/2 in 85 451 Tensile Strength (bias _angle) ASTM 5035 3 lbf/2 in 70 - - Elongation @ max load ASTM D 5035 % <5 Melting Point ASTM D 276 F° (CO) > 446 (> 230) Mass/Unit Area ASTM D 5261 oz/yd2 (g/m2) 4.1.(136.6) 4 4 (146 3) 3 7 (125 0) Minimum MD and CD tensile per ASTM D 7239, Type I material specification (200N/50mm) 2 in paving applications bias angle tensile strength can be a factor in mitigating multi directional crack propagation Modifed test sample is cut on a 45 angle and tested according to ASTM 0 5035 All mat manufaôturing procedures conform to International Organization for Standardization (ISO) 9002. TruPave® is a registered trademark of Owens Corning. Disclaimer: TenCate assumes no liability for the• accuracy or completeness of this information or for the ultimate use by the purchaser lenCate disclaims any and all express implied or statutory standards warranties or , guarantees including without limitation any implied warranty as to merchantability or fitness for a particular purpose or arising from a course of dealing or usage of trade as to any equipment materials or information furnished herewith This document should not be construed as engineering advice. TENCATE Made in USA materials that make a 6ifference.. FGS0006O2 ETQR4 L C Paving & Sealing, Inc. ". Submittal Cover Sheet CITY OF CARLSBAD Trails Roadway Crossings CONTRACT # 6060 Submittal # Section No. Description 005 303-5 Access Ramps- Truncated Domes Signature: Date: Title: Approved Architect Notes: - Action Submittal (Requires County approval) - Informational Submittal Ref: Section 0133 00, Submittal Procedures -No Exception Taken 0 -Approved as Noted -Make Corrections Noted - Approved 4747 Oceanside Blvd, Suite C Oceanside, CA 92056 (760) 630-7112 phone (760) 630-7662 fax F[o Icast Detectable Warning System CAST IN PLACE (REPLACEABLE) Detectable Warning System aIertcast.is a glass-reinforced thermoset composite engineered for superior mpactresistance, slip•resistance, wear resistance and long-term durability. Our exclusive design incorporates a top panel of superior slip-resistant truncated domes molded to exact ADA specifications for detectable warnings and bottom doàking anchors that are embedded into wet concrete. Our proprietary PENETRATOR® concrete anchors lock the panel securely into the concrete withOut displacing aggregate or trapping air beneath the panel's surface. This unique design is lightweight, strong and flexible so installations are quick. and easy, alericastO is available in a variety of sizes and colors and is the most versatile cast-in-place (replaceable) detectable warning system available; COLORS * BLACK COLONIAL RED GRAY YELLOW. BRICK RED IfiHi FED 17038 FED 20109 FED 36118 FED 33538 FED 22144 \ \ Siz,es. I 2'x3' 2'x4' 2'x5' - 31x4' ....... 3'x5' ± , .. ,.. : Panels shipped with PENETRATORC anchors installed WWW.ALERTTILE.COM I 877-232-6287 L Installation instructions attached to every Protective covering ensures panel (written in Englishand Spanish) installations are clean and tidy ADA compliant 1,nlirie dome spacing Recessed stainless steel Fasteners provide for easy panel replacement Superior wet and dry slip-resistance . Corrosion-resistant composite Tamper.resistant anchors provide superior pull. 1/4' stainless . '•' out strength with unlimited self-threading re-installation based on self. screw in design PENETRATORtEI Patent No. 0634860$ 1g Unique dome feature allows for field Installation of additional countersunk fastener locations when required Molded indentification information Beveled edges for superb wheelchair egress MUTERHIL $PECIFICQTIIIPIS Jjj Shp Resistance - Impact Resistance ficcelerated Weathering Compressive Strength FIeuraI Strength Tensile Strength 1/8' Water Bbsorptlon Color - Color I Contrast Dome Height Dome Base Width CThI1U . C 1028. ON =. 1.03 / Wet 0.83 11256 8.0 Izod It-lbs / in (notch) HSTM 0155-05 No Change 0 6115 . 30.000 psi 0790 111.290 psi . 0630 . 5.511 psi C 3/3 03-0.6°Io Integral Throughout product Yes Cap-Y ([RV) 8i1dc Red 515 Safety Yloui 25-50 Colonial Red 5-15 0.2' Yes . 0.11 . 045" Yes Yes Dome Top Diameter - Dome Spacing — - - Salt Spray - Wear Resistance PenetratorConcrete Rnchor Freeze-Thaw Burahilitg - Waste Classification - - 2.35 Center-to-Center . B 11 . No Change. C 501 83 grams or 0.0101 Pullout Strength 129 pounds per anchor . C.1262-08 Pass USEPH 40 CFR PHRT 261 Non-Hazardous cross soctilno of truncalied Mme shnllngdin1ennioos. or4 s [II][] fl IViAD E IN HELEN KELLER FDUNOATIOM FOR RFSEARC & WWWAIERTTILECOM 811-232-6281 - . -• U. S. A-. Sizes 2'x3' 2'x4' II 2'x5' I 3'x4' II 3'x5' I_II_II_I WWW.ALERTTILE.COM 1 877-232-6287 LC Paving & Sealing, Inc. Submittal Cover Shet. Trails Roadway Crossings CONTRACT# 6060 Submittal # Section No. Description 009 7-7.6 RRFB Signature: Date: Title: Approved Architect Notes: U] - Action Submittal (Requires County approval) El - Informational Submittal Ref: Section 0133 00, Submittal Procedures -No Exception Taken LI -Make Corrections Noted LI -Approved as Noted LI -Approved A Ism It I ' LLLLI : Applications High-speed and multi-lane crossings School crossings Pedestrian crossings Roundabout crossings Front view Side view Top view lu Standard specifications (subject to change without notice) 1itra Large Rectangular Rapid Flash Beacon RRFB-XL MIJTCD Approval Interim FHWA Approval Memorandum (1A-1 1) Housing Powder coated aluminum LED modules: 7" x 3" 2 arrays of 8 amber LEDs, SAE 1595 certified Pedestrian LED module: ½" xl 3/4" Side-mounted, flash concurrent with Vehicle LEDs Flash pattern MUTCD specified 2-4 ... 1 Mounting hardware [iassisteBattery-powered System I Housing 3R aluminum cabinet with #2 Corbin lock (fiberglass available) Solar panel: 55 art P . watt 251/4"H x 251/4"W xl ½"D. Adjustable 40' to 60'. Articulating mount rotates and pivots. to lP-67 (larger packages for high use in colder climates) Mounting Aluminum mounting bracket (fits 4"— 41/2" O.D. pole) Battery 12V, 48AH sealed gel battery requires no periodic (one per assembly) watering. Sealed construction eliminates corrosive acid fumes and spills. Battery lifespan Upto4years Control Circuit IP-67 NEMA rated enclosure: dust proof and waterproof (up to 30 minutes in 3 feet of water) [ilinkerBearn" Wireless Communication System Frequency 900 MHz FHSS Range For system separation over 900', a site survey is recommended Connectivity crosswalk and optional Advance LEDs flash concurrently BlinkSync' Wireless Individual units in one system flash in synchronized patterns (avoids light noise of system Synchronized Activation operation). Ideal for multiple assemblies flashing in the same direction. Push-button activation* ADA pushbutton, typical (<120 millisecond) *Optional remote, stand-alone pushbutton available (includes self-contained, replaceable battery with typical two-year life) [Programming Windows TAPCO confinuration software I web -based cellular communication for monitoring and control available Optional time dock system available for school zone signs Warra 3 yea rstandard Benefits • Larger LED arrays provide increased visibility Significantly higher driver awareness and compliance Options Passive detection (see below) Stand-alone, self-powered remote bollard available You Visit Traffic and Parking on Voulube for videos on these products and more. Optional ((( ))) BlinkerBeam® Wireless Communication Push buttons can activate BlinkerBeam° solar/battery- powered transceiver radios. These compact controllers activate one or more BlinkerSign LED Signs, BlinkerBeacon® LED Beacons, RRFB and other ITS devices wirelessly within a 1000 ft. range, up to one mile with an external antenna. Other activation options: Optional XAV2-LED Optional Pedestrian Optional Wireless Push Button Station n Presence Detector Bollard Activation Optional Time Clock Systems This hardware controller is integrated into TAPCO BlinkerSigne LED signs and stores the schedule uploaded from the included Scheduling Software. In turn, the controller activates the BlinkerSignO according to the stored schedule. 1421 Optional Push Button Activation Activated with less than 2 lbs. of force. Provides two-tone audible confirmation as well as visual confirmation. Meets ADA, MUTCD and TAC requirements, and housing meets NEMA specifications. Remote mounting available. Audible navigation units are available. The full featured model provides an instructional sign, a push button with directional arrow for activating the flashing lights, a group of 3 LEDs in the sign, a locate tone - (optional), and a IQFi voice message. The lunm volume of the locate tone and message is automatically adjusted up and down in relation to ambient sounds via a built-in microphone. Active infrared and microwave technologies work together to provide precise presence and accuratemotion detection. Mountable between 8' and 16'. Impervious to light, sun, rain and snow. Housing is rated NEMA-4. Pedestrians and bicyclists can passively trigger flashing BlinkerSign' LED signs, RRFB, BlinkerBeacon LED Beacons, in-pavement LEDs and other ITS devices. Actuators are housed in anodized aluminum cabinets that can be secured to concrete or asphalt. Battery operated: no grid wiring I required. i TA P CO 1-800-236-0112 • www.tapconet.com • blinkersales@tapconet.com me'r Traffic & Parking Control Co. Inc. 5100 West Brown Deer Road, Brown Deer WI 53223 Phone 800-236-0112 FAX 800-444-0331 ConU O7F actKotd 5924R r USCOMMUNFEfi (on1,actflo!de, www.tapconet.com Printed intheU.S.A.Copyright2012, Traffic&Parking Control Co, Incorporated G5-O7F-02340 2013103 65 1005-00001 (01/30/15) TM Safe travels. Rectangular Rapid Flashing Beacon System Solar-Powered 55 WATT, Push Button Activation, No median Specification Guide IRRFB_ Solar fio Median 48Ah,SSW, Bulldog- v1 0, 1 1 Ver 1.1, June 15, 2017 Description of Components: The Manufacturer shall provide components for solar-powered Assemblies of Rectangular Rapid- Flashing Beacons (RRFBs) with Extra-Large LED Arrays (RRFBXL2T'). Components shall include: RRFB-XL2TM LED Light Bars, Bulldog Push Button, Control Cabinet, Solar Controller, BlinkerBeam® Radio/Controller, Batteries, Optional Static Signage and Optional Pole Packages. Primary Function: The primary function of the TAPCO Rectangular Rapid-Flashing Beacon (RRFB) light bar system is to provide a highly visible, enhanced warning to road users of an active pedestrian crossing. Each light bar shall house LED light arrays; two rapidly and alternately flashing rectangular amber (vehicle) indications and one amber side-mounted (pedestrian) indication. Optional warning systems placed in advance of the crosswalk require no pedestrian indication. A single crosswalk assembly shall have one or two light bars, mounted back-to-back, enhancing the required pedestrian crossing signage, for the purpose of warning road users from both traffic directions of the active pedestrian crossing. Included in the system will be a pedestrian activation push button and a solar enhanced, battery powered RRFB control cabinet. A crosswalk with no median will have a RRFB crosswalk assembly on each side of the road for pedestrian activation from either approach. This also maximizes the visibility of the RRFB warning system to road users. An optional Advance Warning sign enhanced with an additional RRFB-XL2TM light bar further increases pedestrian safety. The RRFB pedestrian warning system shall be synchronized with BlinkerBeam® wireless 900mHz radios. Active vehicle indications shall be visible in a direct line of sight at distances over 1000 feet during the day, and over 1 mile at night. General Requirements: The Rectangular Rapid-Flashing Beacon Manufacturer shall have a minimum often years of relevant intelligent traffic product manufacturing experience, as well as a minimum of three years of RRFB manufacturing experience. 1 2 RRFBSoIar_No Median 48Ah,SSW, Bulldog - v 0 Specific Functional, Mechanical and Electrical Hardware Requirements: System Each Crossing System shall consist of 2 sets of RRFBs with ADA-compliant Bulldog Pushbutton activation on either side of the road. As an option, an RRFB enhancing an advance warning sign will provide additional warning system visibility. Upon activation by Bulldog pushbutton, the RRFB controller shall wirelessly activate all integral RRFB-XL2 indications, using frequency hopping spread spectrum radios to minimize the effects of RF interference. When activated, all indications associated with a given crosswalk shall simultaneously commence operation within 120 msec, and shall cease operation at a predetermined time (programmable timeout) after any pedestrian actuation. Shall operate on solar-assisted battery power. Solar charging of the batteries shall be managed with a solar charge controller Individual components shall be independently replaceable, equipped with approved terminal strips or wire-end molded connectors. RRFB-XL2TM Light Bar The RRFB-XL2TM Light Bar shall be in conformance with all applicable FHWA MUTCD standards and guidelines, and shall meet or exceed the requirements specified in FHWA Memorandum IA-11, Interim Approval for Optional Use of Rectangular Rapid Flashing Beacons. When activated, each of the two vehicle indications of an RRFB-XL2TM Light Bar shall have 70 to 80 periods of flashing per minute and shall have alternating, but approximately equal, periods of rapid flashing light emissions and dark operation. During each of its 70 to 80 flashing periods per minute, one of the amber indications shall emit two medium rapid pulses of light; then the other amber indication shall emit four short rapid pulses of light followed by a long pulse. The light intensity of the vehicle indications shall meet the minimum specifications of Society of Automotive Engineers (SAE) standard J595 (Directional Flashing Optical Warning Devices for Authorized Emergency, Maintenance, and Service Vehicles) dated November 2008. Manufacturer Certification of Compliance shall be provided upon request. The Light Bar housing shall be constructed of durable, corrosion-resistant powder-coated aluminum with stainless steel fasteners. Enclosed components shall be modular in design whereby any component can be easily replaced using common hand tools in the field, without having to uninstall the housing. All mounting hardware required for mounting the Light Bar housing either singly or back to back shall be provided and be universal. Each of the two vehicle RRFB-XL2TM LED indications shall be approximately 7.00" wide x 2.8" high, each with eight amber LEDs. A pedestrian LED indication, approximately 0.5" wide x 1.75" high, shall be side-mounted in the Light Bar housing: assembly to be mounted so it is directed toward, and visible to, RRB.SoIar_NoMediar48Ah,SSW, Bulidog - vi 5 3 pedestrians in the crosswalk. RRFB-XL2 light bars placed in advance of a crosswalk do not require the pedestrian LED indicator. Dimensions of the Light Bar are 23.56" wide x 3.76" high x 1.37 deep. RRFB Control Cabinet and Flash Controller The RRFB Programmable Flash Controller is housed within an IP67-rated enclosure for protection from the environment. This Flash Controller assembly is housed within the NEMA 3R Control Cabinet along with the 900MHz Wireless Transceiver, Optional Phototransistor Assembly, Solar Charge Controller and Battery. The RRFB Control Cabinet and Flash Controller shall: Include integrated constant-current LED drivers with a minimum of two-channel output for driving one or two RRFB units Have multiple programmable function options: Run from Dusk to Dawn Run Daytime only Run 24 hours per day, 7 days per week Run for a programmable time period when activated via switch, button contact closure or when triggered from an external sensor such as a wireless transmitter, radar, presence detector or loop detector with a compatible sensor output. When required, monitor a phototransistor to regulate RRFB brightness based upon ambient light conditions Include an integrated Real Time Clock (RTC) with on-board battery backup When required include a phototransistor for ambient light level sensing Have the capability of RS232 communication for programming with Windows-based software Include a minimum of two General Purpose Inputs and Outputs (GPIO) Seamlessly integrate with the 900 MHz FHSS wireless transceiver to form a network of connected devices Be internally housed in its own IP67 type enclosure Be independently replaceable of other control panel components Be able to monitor internal temperature Operate between the temperatures of -400 to +176°F (-400 to +80°C) 900 MHz FHSS Wireless Transceiver Shall seamlessly integrate with the RRFB controller to ensure sequential activation of other radio-equipped devices in the system Shall include an integrated LCD and two user-interface buttons for setup and troubleshooting, including readouts of flash duration (timeout), battery conditions, and LED testing functionality Shall include two LED indicators for status and troubleshooting Shall be capable of operating as a Parent (Gateway) or Child (Node or Repeater) Shall be capable of providing site-survey data for verification of signal strength between network devices Shall include network-wide modification of sign controller settings and output durations, using programmability from any networked transceiver without the use of additional equipment or software F4_RRFB—Solar _No Median 48Ah,SSW, Bulldog - yb Shall synchronize the system components to activate the indications within 120msec of one other and remain synchronized throughout the duration of the flash (timeout) cycle. Shall operate on the license-free ISM band Shall comply with part 15 of FCC rules Shall operate from 3.3VDC to 15VDC Shall be, in the unlikely event of failure, replaceable independently of other components. Solar Charge Controller The Solar Charge Controller shall: Utilize an intelligent 4-stage algorithm and Pulse Width Modulation (PWM) for battery charging Automatically provide Low Voltage Disconnect (LVD) to protect batteries when needed Automatically provide Load-Reconnection once battery levels have been restored to an acceptable value Protect against and automatically recover from: short circuit, overload, reverse polarity, high temperature, lightning and transient surge, as well as voltage spikes Be independently replaceable of other control panel components Operate from -40° to + 140°F (-400 to +60°C) Battery Power Shall have a nominal output voltage of 12VDC and a capacity of 48Ah at a C/100 discharge rate Shall be valve regulated, gelled electrolyte Shall be sealed and spill proof Shall have terminals that accept screw or bolts for secure wiring connections. Shall be replaceable independently of other components. Shall be fused for short circuit protection Solar Panel The solar panel shall: Be IEC61215, TUV, and UL 1703 certified. Operate at 12VDC nominal with a maximum output rating of 55W. Include an IP65 rated junction box with terminals sized for 8-16AWG wire. Be constructed of an anodized aluminum frame, high-transmission 1/8" tempered glass, with silicon cells encapsulated in double-layer EVA, and with a white polymer backing. Be affixed to an aluminum plate and bracket, adjustable at an angle of 45°- 60° to facilitate adjustment for maximum solar collection to optimize battery charging. Be attached to a panel, plate and bracket to facilitate mounting and adjustment for maximum solar collection and optimal battery strength. Have a maximum power voltage 18.18V Have a maximum power current 3.1A Have a short circuit current 3.31A Have an open circuit voltage 22.1V Operate from -40° to +1940F (400 to +900C) Pedestrian Activated Bulldog Push Button Shall operate as a normally open (n/) circuit Must be ADA Compliant Must be provided with all necessary wiring Shall operate from -300 to +165°F (-34° to +74°C) Optional Static Warning Signage Each static sign face shall be constructed on a 0.080" thick 5052-H32 aluminum substrate with the MUTCD compliant sign legend, as dictated by the requirements, screened onto 3MTM Diamond GradeTM DG3 Reflective sheeting (color of sheeting per requirements). Each static sign shall be sized to meet the requirements Each static sign shall have two holes for mounting to a post or pole. Includes pole mounting hardware Optional Pole Package If required, a pole package that includes the pole shaft, pedestal base and anchor bolts will also be provided as follows: Pole Shaft Shall be a standard 4.5" OD aluminum pedestal pole. Shall be supplied with one end threaded for easy installation into a pedestal base. Shall be 13'- 15' length Schedule 40 pipe raw aluminum as required Pole Pedestal Base Shall be TP-358 cast aluminum that mounts on a concrete foundation attached by four anchor 'J' bolts that are to be imbedded in a concrete foundation. Shall be FHWA certified and meet or exceed AASHTO break-away requirements for traffic signal supports Shall have a large 8.5" square hand-hole cover allowing access to the interior. Warranty The Manufacturer shall offer a three-year unconditional warranty against all defects in material and workmanship. [iFB_soiarNo Median 48Ah,55W, Bulldog - vi 0 Shipment within Acceptance By Date_________ By Merchandise Freight Tax Total $10,360.00 $0.00 $828.80 $11,188.80 SALES QUOTE :rripco® 5100 West Brown Deer Road, Brown Deer, Wisconsin 53223 Phone 1-800-236-0112 • www.tapconet.com • Fax 1-800-444-0331 Number ET01 6-01936 Date 5/3/2016 Page 1 Sell To City of Carlsbad Ship To City of Carlsbad C30345 Jim Murray Gust. Jim Murray 1635 Faraday Avenue 1635 Faraday Avenue CARLSBAD, CA 92008 CARLSBAD, CA 92008 USA USA Customer Pa # Expires Slsp Terms Freight Ship Via 6/2/2016 Amanda Dobbs Net 30 DAYS PREPAID IWM Quantity UM Edce 4 Complete Double sided RRFB systems include: RRFBXL2-NA1 RRFB XL2 Light Bar, One Ped indicator Banding 8 EA 275.00 $2,200.00 Mount w Snap Locks, for 2.375+ Inch OD RRFB- RRFB Controller Kit, 55W/48Ah, 4.5" OD Round, 4 EA 1,400.00 $5,600.00 1 DERABWNNAA Wireless, No Modem 101620 Push Button Bulldog Add-On Option Kit Yellow, 4 KT 95.00 $380.00 With LED 373-05075 Wi 1-2,30"x30"x.080 DG3 FYG,Pedestrian 8 EA 55.00 $440.00 Crossing (Symbol) Fed Spec - Fluorescent Yellow-Green Sign 373-01757 W16-7PR,24"x12" DG3 FYG,Down Diagonal 4 EA 20.00 $80.00 Right Arrow (Fed Spec) Sign 373-01759 Wi 6-7PL,24"xi 2" DG3 FYG,Down Diagonal Left 4 EA 20.00 $80.00 Arrow (Fed Spec) Sign 101919-18 Pole Package, 13', 4.5" OD, 18" J-Bolts includes: 4 EA 395.00 $1,580.00 Pole, Base, J-Bolts & Sign Brackets Furnish only quote. installation is not included. For terms and conditions, please visit: http://www.tapconet.com/terms-and-conditions L C Paving & Sealing, Inc. ' Submittal Cover Sheet CITY OF CARLSBAD Trails Roadway Crossings CONTRACT # 6060 Submittal # Section No. Description 006 7-8.6 Storm Water Pollution Prevention Plan Signature: Date: Title: Approved Architect Notes: - Action Submittal (Requires County approval) - Informational Submittal Ref: Section 0133 00, Submittal Procedures -No Exception Taken -Approved as Noted LI -Make Corrections Noted El -Approved 4747 Oceanside Blvd, Suite C Oceanside, CA 92056 (760) 630-7112 phone (760) 630-7662 fax